m y 11 Ll 0) 0 c 1 3 • LI U fl j c y a 8 2 * •0 rH JJ > C J= 1 11 3 O 1 I 1 j -o c fl (0 iH 8 rH fl 0) rH • J3 01 fl y JJ -H y JJ vj S jj O X L, ft} fl = K 1 0 £ U Ll 41 EH C f fl rH J3 > JJ rH 0) • 0 rH Ll M 1 tN HH ft, ro > O cn i i 1 ^ U] u jj fl M 0 •a CJ ~ 3 ^ O y E-117
-------
















.•»•*
M
£>
 (Q
F-l -H I
i 0
M W
u c
J •• O
CD 01 -H
< en jj
EH 0) flj
0 •-*
W **4
a, -H
CO
c w
O "i
•H <-4
4J U

X4 "— *
J-l IQ
C O
cu -H
u E
c ,
TJ
3
JJ
t/5

**4
O
en
JJ
i-H
3
en
cu
OS





JJ
H c
T3 0)
3 3 •
1 J ^^ ^jj
CO <*4 It)
C -C
<*4 M U
° T3
c cu
0 JJ CU
H en G.
JJ (0 >i
Q. 3 6-
H

a >*v
 0
0) i-i
cu 0
W *4
c
Q
| JQ
* -*4 '
o KS e
c u a
o o a,
O M
*T3 u">
JJ >.
C JS 1
cu
3 CN •
r4 ~ U
>*4 1 O
CU 0 O
CU CJ JJ
c c
(U ** dJ
M Ok *w
dj *w
^ ^ i
EH CU
rH 1 1
M Cu m
>
i
O
,
* JS
M JJ
EH 0)
M fa n
>

O
01

O
en










cu
4J
cu

^
0

0
u

*

3 •
en
cu O
i— 1 -H
J2 C
<3 iT3

U U
H3 0
4J *Q
X C
y (Q









3





a


cu
c
(0

O JJ
~4 CU
0 E
r-l O
0 O
H 3
!-! ^
i-( 1 vfl
-i fa m
^










•
en
O
•H
C

a*

0

jj
en
0
S
C

CU
J3
3
•H
0
CO









3





a





i
o
^4
o cu
r-4 C
js m
U JS
H JJ
£ i
M 1 p»
M fa n
"*"

u-i
CTi




en
i cu
5
c
> u
CU M
d) 0

1

• Jj
U G
C CU
0 3
CJ FH
U-l
JJ 'L4
C CU
cu
3 . 0
•c <-t •
H JS
> u
t-t 1 OS
H fc, ro
^*


^^

i)
_j
0
0























































E-118

-------
at
3
C
•H
JJ

0
o
 i
u
s










_.
M
>
—
C
0
•H
JJ
O
2 ~

jj O
X —
CJ
VI
JJ —I
c ^
01 JJ
> 
a, 3 E-
u >
11 3 Q.
a jj >i
CO EH
j3
m
O
"e
0)
JT
O
« .
0
z
o







o
01
o
E
JT cS
CP
JS 0)
\ C cr

g ^™
C (0 (0
O to
•H JJ
JJ JT >.
u en M
3 -H rt)
T3 0) C
01 2 CU
Vl JJ
M ^"
OC (fl Jj

 3 a1



g
OH
a

f%4



3





Q£




)H
O
iw
0)
S
M CJ *"*
— .
3
3




















































* • • ,,«,-•

                                          E-119

-------


^^
T3
0)
3
C
•H
JJ
C
0
u

^
1
1:1
u
-I
3
^-t
















c
0
• •4
CJ
13 —
w ^
JJ —
^
Cd cn
rH
JJ 0
c c
01 4)
> JS
rH 0.
0
cn
c
•• o
cn -H
cn jj
CU rO
O O
0 -H
Oc "H
in
c in
o ^
•H rH
JJ O
(3
jJ (3
C O
0) -rt
U £
c cu
O J=
U CJ
4)
OS





































>,
r^
3
jJ
on

UH
O
C
O

JJ
a
Q
in
2















cn
jj
C
4)
O
U



5-N
T3
3
.iJ
in

*o
in
jj
rH
3
CO
41
ce





it
c
4)
3 •
— ( U
UH 13
C £
1-1 O
tj
4)
JJ Ol
cn Q.
<3 >»
3 6-
t3 4)
3 0.
JJ >.
in H


JO










'"H
<3
CJ


UJ
O

0
1
O
cn
















s
« 4)
01 N
C C
01 0)
M .O
C 0
J-J jj
"3 "S

4) T3
••H C
A <3
13
JJ —i
U 0
13 JS
>H O
JJ 0
X — I
W 03











^





O
c
01
£
i a
0 r-t

O-C
r-t JJ
.C 0)
u s
1 1
 X











JJ
1 <8
a u
0 fl
M -1
a, x
0 JJ
in 3
•-< -Q
•H 01
Q - C
X 4) 0)
3 C N
0) C
01 N 0>
rH C J3
-O 4) 0
<3 .3 v<
JJ JJ
o . •-*
i3 l-i C
M tU
JJ .£ -U
X JJ C
W 0> nj











O



OS

r-l
0
c
01
JT
a,
0
in
0
i— I
JT
CJ
i
.
> UH tl JJ >,
4) O« 3 fl
4) -3 l-i
u jJ o 0 CU •
0 <3 •-* in in T3
cn jj -H 01
c c in - in
O 4) 3 CT — 3
•H T3 (3 C 00
JJ C U -H . ki
U 0 cn -H o
03 U JJ 3 II JJ
>H C SO
x o a c cn u
ta jj cn -H — • jj










c
0
•H
JJ
u
3
*o
41
^J

*
cn

£
a.
0.

r-t
cn
(N



M


O
J






,— 4
0
cn
41
^
CJ
1 1
£ 0,
M | ^ ! rH 1 ^

> ^







•
in
jj
c
1 01
* §
rH £
r-l 0
> CJ
01 U
41 O










C
0

4J
u
3
T3
41


of
O
cn

£
Oj
a

px
o
ro



H


O
J






r-l
O

41. .

CJ
1
0
M 1 ^
> ^

r-

r^
^ fN
~
- 1 1 'J = 1 1 CJ ' -
0 'Ji >. a C cn >. G ^

JJ £ 3
O 0 CJi 01 J •-
(3 M C JJ 0 -^
u m -M 13 sn -4 .
JJ C JJ -H O T3
X kl -r4 0) r-l 01
4) 4) , rH X O
u jj —i jj . cn jj
c cn 0 3 o ~~ u
4) fl 1 J3 II (3
334) 3 4) i-i
CT J3 CT> X C JJ
41 'j-i 3 c in cu x
Cn 0 rH -H >- r-< 0)









c
0
4J
o
3
T3
4)


a*>
cn
cn

cat x
£ fl
Qj (^i
a
rH
O  CD i •• n
flj IH C JJ C — •
Vj U_l -H 03 03 — 1
JJ C JJ -i O -3
X lj •** 4) rH CU
4) 01 ^H o <-fl • cn
JJ 4) (3 O 3
rH (3 U —II
(33 rH O 3 W
•H 01 rH >, <•*) \ O
jj jj -H jj • cn JJ
C M 0 3 O *~ O
4) (3 1 -Q II <3
334) 3 4) W
o* ja cn x c jj
4) >JH 3 C W 4) X









c
0
Jj
u
3

4)


^
^^
^^

-------
      o
^    o
T3    fl *•*
 U    IH Si

 3    « ~
 C    x
•H    U  CO
 C
 o
 o
 I
u
a
4J  Q
 c  c
 01  01
 > -C
rH O,
 0
    c
 ..  o

U) -U
01  fl
y  u
o -H

a. —•
    to
c  co
0  fl



















































>.
T3
3
cn
MH
O
C
O
•H
a
u
cn
2


f
A









n


iu
0)
a:















V)
4J
C
0)


0
o






^,
M
3

03

o

cn

.
M
U)
01
a





c
0)
14-1 fl
C -=
M a
TJ
0)
tJ S
cn cu
2 e*
xo
TJ 01
•W. >.
CO £H


^
4
^
HJ
o
•H
6
3)
•C
CJ


0
z
o



























•
0)
c
- 01
01 N
c c
01 01
(tj .Q
c o
32
X -H
2 C


O
cn


























•a
c
fl

01
c
01
N
C
&
X


,
J=
4J
D
g
H >~|
Q 0
1 C
TT a-

01* Q,
rH 1 CO

>
O
cn


























T3
C
fl

0)
c
0)
N
C
JS
v^
2

0)
rH
^Q
fl •
O C
fl 0
>H -U
JJ O)
X U
U fl





3



OS
1
01
1 «H
O O
M C
*J 01

c a
•M rH
a >,
| r*
VD -U
- 01
•v S
•H i cn

>
o
cn


























T3
C
fl

0)
c
0)
N
C

X
2

0)

.a

U 0
Tl &
W 0
•u U
^ rH
a fl





3



ct

i
o

4J
tH
C
H f-H
Q 0
1 C
T 01
> JS
OI di
M 1 O
M Si rH

O
cn


























•O
C
fl

0)
c
OI
N
C
01
A

^

01

Q
fl •
0 0
fl £
U O
•u y
X -H
U fl





3



a
rH
0
C
01
J5
a
0

jj
^
3 •
1
01
M 1 rH
M Si — 1

0
cn


























-a
c
a

&)
c
0)
,N
C
01
X
2

0)

3
« •
0 0
fl £
IH 0
JJ O
X -H
U fl





3



Q£
^
0
C
01

a,
0
u
4J
• *4
z • , -
1
"T
r-l 1 0)
M Si rH
>
O
cn





i




















•o .
C 01
fl C
01
0) N
C C
0) 01
N J3
C 0

X -H
2 C

01 T3
rH C
J3 fl
fl
O 0
fl —
W ?

X — i
U t)





3



OS

1
0

0

_c*^
U — (
fl 0
*J C
C 4)
0)- J=
a. a,
M i n
M Si rH
>
O
cn
























0)
1 fl
^J ^J
> 01
a. u
O fl
W rH
p( ^
0 -i-1
W 3
•H jQ •
•H 01
-a > c
X 01 0)
2 C N
o> c
01 N 01
rH C .Q
J3 0) O
fl J3 w
y - -H
fl IH C
U 01
•w j= -a
X *J C
U 01 fl





3



a







,_|
o
c
0)

a,
M i ^r
M X. rH


OJ

cn — .
4) C — l
C •-( O
U a! — i
r- 3 .
>- c T:
— IH ,1 ^
.u J) 3 :/)
0) «J X 3
fl C/3
Uw 3 "^^ ^
00) 0
4J 0) JJ
c to c u
o fl o) fl
•-H 2 rH )H
•*"' ^t -t*
O J= JJ X
fl y 3 oi
IH C J3
*j 01 o y
X 3 «J 2
u CT-H a:













•
c
0

JJ
y
2
•o
01
u

40
vO
2 fl3
a o>
a.
^ .
VD T JS


M


O








,_ J
0
c
01

0.
M i m

>

^™*
T7
QJ
3
M
•H
-J
C
o
u
"^^

































































      fl
      U rH
     u  fl
      C  U
      0) -r*
      U  E
      C  01
      O JS
     O CJ
                                                              E-121

-------
•a
O)
3
C
•H
JJ
C
o
y
a

I
























Ht
M
>
^^
e
0

jj
y
«s —

jj — »
X
U n
^
JJ O
c c
o> o>
> £
**H 04
0
to
c
Process:
if icatic
tn
C (fl
O 4 c
T3 1)
3 3 •
4J rH >H
C/5 l
a s ^
>H
y >,o
W T3 01
Ol 3 O*
Q JJ >*
CO EH



.a
^^
(TS
U
•H
£
Ol

O

. O T3
JS H • 0)
JJ 0) O W
Ol JJ II 3
S ?
<*-i 3 S, M
0 0) CO 0
JJ ~- JJ
CM y
O tj (U tl
•H 3 C i-l
JJ IT] JJ
U £ JJ X
fQ y 3 Q)
W C J3
jj oi o cj
x 3 co q
w ty-H as










•
c
o

JJ
y
T3
0)


ffft
*
0 X
E "«
Q, C71
a,
v£






CJ
kJ








r^
o
c
01

a
M 1 ^
M ^ ^
>

(N








^
(0
JJ
r*") g
1 0)

'H c
M 0
> U

0) l-l
0> 0
CO «•<









•
c
0
•H
JJ
U
3
13
01
^4

0P

P-
OJ








g
Ul
JJ
in c



M 0
> U

01 l-l
0> 0
CO Vi










c
0

JJ
y
3
T3
OJ
U

o^
pv
&
S
S-
a rn LI
0 • \
O <*1 r^
03 ITJ
CO <2) CTi


. .



O
(-3*








rH
0
G
01
(^
fr.
M 1 
r-
rg








9
OJ
jj
r- c



M O
> y

0) Li
o> o
W «H









*
c
0
•H
JJ
y
3
Ol
^

0^
CO
en
E
a
a -* >•<
(N jr;
O • \
O m rH
CD nj
00 ^^^ CP


. .



CJ
•J








fmj
0
c
01
£
a.
i-< i &
M US rH
>
0






















oi
c
- 01
O> N
C C
O) 01
N J3
C 0
01 W
£ JJ
\ 'H
3 C

0) T3
rH C
J3 (TJ
*fl
JJ rH
y o
HJ ^
r( 0
jj y
X *H
W T3




H



(X



1
0
rr
U
U rH
6* 0
1 C
>J3 01
-• £
•v a
- o
(N Li
M 1 O
(— I ^ ^
>
^
rs








t
W
JJ

1 01

M S
M 0
> y

0) LI
01 o
CO "H









•
c
0

4J
u
3
TJ
01
Lj

dp
^O
CTi

a
a
:M


^



CJ
^J






0)
I-H
0
c
tu • -•
^«f
>^
X
M 1 'H
M r^ ^
>

«"

**
^
^
—
0
o
>—»






























































                                            E-122

-------
I

e
•H
4J


8
w
u


I











^^
H
C
0
•H -»
•U iJ
u «-
10

AJ Q)
X 4J
W *0
.H
JJ (0
C .C
0) AJ
> JZ
rH O,
0
w
C
•• o
CO -H
01 AJ
01 10
8-2
«. iLJ
0. -H
CO
c 
a, 2 E-
•H

0 >>°
U «O 4»
rt) 3 Qi
•

A
j
10
u
g

I
10 .
o
o









0)
x;
01
^
AJ
0)
2
O
r-l •
^3 i 0)
W X AJ
•H 0) (0
ffl .C r-H
M 1
M J -*
O









0>
i i
0)
ji1
^J
01
X.
2
0>
P>4 •
^3 0)
|Q C
AJ 0)
O N
iO C
*5 ^
X
U (4











o





*

f^
^
N 01
C AJ
, A
J AJ
a 04
M 1 -,
t J M
o








u
0)
.c
0>
^
AJ
0)
^
01
pH •
A 0)
10 C
4J <2)
O N
fl C

X












3





os


r-l
>i 0)
4J AJ
3 <0
CO iH

z ^:
1 AJ
H .fl
gj,-
0









01
1)
01
JT
AJ
0)
^
01
pH •
•Q 01
(0 C
AJ 0)
O M
fl C
AJ ^
X
W 4











3





OS



0)
AJ
r4 flj
C Tj
AJ J3
01 AJ
5 ^ *
O









0>

0)
jr
AJ
01
*
01
1— 1 •
J3 01
fl C
AJ 01
U N
(0 C
W 01
X
W 4)











3





a



ai
«H *J
X iO
^ (0
0) JS
6 AJ .
a a
H 1
o








M
01
A
i 0)
4>^ J^
0 <0
? ^

2J j3
L -U
g jo
,~
" O "
-J
u




















































                                          E-123

-------
E-124

-------





























^4
£•*
M
M X
£0 w
j2 "B^
e-
< c
W O
ffi fQ s~*
&•* LI ^
ITJ —
J O
3 w
O 13 ^
M CU 0
S 4J £
u  o
O -H »-l
rH 4J t£
1 O
u «c ..
U £
J •• 0
03 CO -H
£-. i C
"O 4>
3 3 •
4-1 r^ Ll
O3 M-i «}
C £

0 -o
c cu
0 •*•» cu
HMO,
4J i
a s EH
H
LI
o >.u
W 13 (U
o 3 a
Q 4J >,
C/J H

JQ
rH
10
U
•H
E
cu
.c
u

(0 •
0
z
ui ! in i ~
r^ ^^ ' ^'
; ~
,' - ' ' ~

^H -1 • O >• — • — "^
^
in

co LI
 oc 3a*oLi^
c ^ o o ^ JQ T3 cojo 'WOcuoEouain
•H ^j -0 *j c7* LI in 13 cu >-* E co 13 a .Q a o ^o o o
VW-HLI -Hin cu i-Hi CO 3 3O-H3L|.
O (Q '^ O ^ ^/ ^ O ^D rc7 jCi '•H ^ 0 0 OJ 0 —3 ^ ^^ 0 ^**
-i^ o Q t^ fQ (13 0 ^^ 0 0 CP ^^ 3 0 ^^ ^^ fQ Cu 0 QJ ^
4J ^H ^4 d) C/l ^C 00 TJ 4J C^ ^ O £Z '**
O**S>30^WOJ'H'H *0/ WCC>0 -MO
*U o« ^NI *H 
^OO^fTJ 00 WCOt'3J^'-*£M>'^(]J'HO£
. Ol-i-iJ£Mtn-H4J)^ CflWO) 3^OCIOJ
S-H 0 OU 'O O , o
M — ^* £
ja •- 1 o 4J o
Lr 4J CO 4J
0 CO CU E CU
CO 4J U U
03 c in >• m
Li CU 1 Li 1
-j > cu cu cu
Cl) CO — i P-I C — 13
CU CU -H O fl -U -H
CQ Li





E ^
a 5>
a v.
(N &1
00
CN in
tn
Z • >•
0 O -J
.^ -^
4J * CJ
o • in
3 u a
13 c m
CU 0 0
u °
*° ^ S
co * .a
• c LI
-H -H m
r» u-i o

a

o
o




cu





M



o

in
t-\ 4J
^H 0 C

e o ft
< U 1

c < «-
1 04
x <
M
i w 4J cu u
C 1
0 r* •
•H 0 °*
4J > CO O
a o *~^
Ll CO — 1
0 C 3
co 0 C 0
CU .Q -H *J
Q ij W
13 fQ ^T
o >

-*' E £ 0
 AJ
e 3 c
0 >« rH I3J
O 0 CU >



o
o




ft




•t
^
CQ





^
o
c
T3
4J
3
CO
I m
X <

-
B-125

-------
OJ
3
C
•rl
JJ

5
—
— '
u
u
J
[•fl
5
EH













>H
fl
U

T3
0)
jj
fl
>
4j
CJ

• *
OJ
CO
0)
u
0
a

c
o
4-
fl
JJ
C
u
c
cS
<
^•^

CO
rH
0
JT
0
CJ
<

c
0
•-H
JJ
fl
CJ
-H
UH
•H
•J)
UJ
fl
o

rH
c
CJ
E
0)
O













































>
T3
CO
UH
0
C
o

-H
iH
0)
4)
a
±








n
UH
a











cn
jj
c
0)
0
u






^
T3
3
JJ
CO
UH
0
tn

rH

cn
a:








jj
c
0)
3 •
'"^ «4
UH (13
C jC
M CJ
•o
0)
*J ill
tn a
(0 >i
^»
T> o
3 a
•u .>
CO EH
J
fl
O
•H
&3
O
J..
v_*

1 .
O
z


T3
C
03

«
0)
0
JJ
1)
U
fl
1
0) •
T3 01
•H C
0 JJ
rH 01
A O
U (13















































(L.1
"•1
3
0

^j
1 - —
"O
T3
•3
W
0
UH

^
1
< in
X JJ
3
0) oi
0> 0)
CO >H
fl
C
•H
UH
C
S 0
a -2
a >H
fl
\o o
{Q
Cn
- X
o en
•H
JJ f.
U O
13 • •
OJ O X
in JJ
- --H
*c . O
^ 0 fl
• c a
m o fl
in o u

a
o
0
o



a.






rH
0
C

^J
3
CO
i -a-
x <
1 ~j
• r-
, u
^
' •- ~«<
*j
S C
-H -— *
JJ
OJ
jj ro •
O 2 O
fl C
JJ OJ O
3 OJ U
0 0
U "C rH
fl
• 2 o
J= .3 6
JH OJ
oj CJ U














C S C
000
"H -rl -H
u o o
333
T3 T3 TJ
OJ CU OJ
IH U U

of of m>
m r- 03
p* ifl i*-

ESS
a a a
a a a
o o o
o o o
O in rH



0.


J fl



rH
0
c
fl

3
CO
t U")
x <
M
£
T;
5
••M
^j
._,
'"C
t3
.-o
VH
0
(JH

^
1 •
< cn
X JJ
3
OJ oj
OJ 0)
CO iH
s
1 o

c in
O 0
•H •
JJ 0
o
3 *
T3 • •
OJ O >
IH C JJ
0 •-<
9*> CJ CJ
in fl
• rH a
O^ fl "tJ
04 C U

a
a
o
o
o



a.


rt


0
c
fl
JJ
3
cn
i

x < ^
M
o
—
3
— •
_j
_^
^
•^
•3
uj
0
a-,

i"O
1
«c cn
X JJ
3
0) OJ
OJ OJ
CO *











•
r-H
>
0
E
OJ

0)
JJ
01
rH
a
E
0
u

cn
O
O



a


*,
cn
o
c
X
OJ

0
rH
o ••

CJ '
I r*
x <
M
'^
•^
3
»*
^j
.^
; -T*
\ "C
fl
u
0
\4H

(V^
1
< OJ
X JJ
3
oj cn
01 0)
CO SH











•
i—4
fl
o
e
3
*""
OJ

OJ

a
E
0
CJ

oi
o
o



a



CO


i-H
0
c
H

rH
fl
C
•H C
1*H 0
J2
£ w
a fl
a u
rH S
0 &

C
C
O 0
•H OJ
o • •
3 O >,
T3 JJ
CJ - —I
U ^ CJ

yf £ a
O 0 fl
— 1 -^ CJ

£
a
0
o
0



0.


.



rH
o
c
fl
-w '
JJ
a
1 CT>
X <
-
•^
1 X
_,
,' J

1 -T*
^

iH
0


^
i .
< w
X -J
3
0) OJ
OJ 01
01 w
c

•*H .Q
UH w
fl
e o

iQ* £
&1
tO *s»
•T E
rH C7>

., O
c r»
O rH
•H •
JJ O
CJ
3 •
tJ • •
0) CJ >-
V.I C JJ
o •-*
o* CJ CJ
m fl
. rH O.
in fl fl
03 C O

a
o
o
o



0.


.


1
rH rH
> 0
J= C
JJ fl
W JJ
1 3
0) CO
C
1 rH
X <
M
,'^
—
t^
,_
,
' __;
i r~*
•6
•3
ki
0


.
1 •
< cn
X JJ
3
oi cn
01 0)
cn w
rH
fl
C
•H
UH C
O
E J3

a fl
u
0
rH £
5^
- V.
3 1
•rl
jj 03
U ft
3 rH
0) O >t

• "H
«» . O
m o fl
• c a
CO 0 fl
 0
jr c
jj fl
u x
1 OJ
oj r
x <
M
O
;•-;
-
^
i
_^
rr~
-6
fl
1,
o


_
1 B
< OJ
X JJ
3
0) cn
0) OJ
W in











•
^H
fl
o

OJ
**
0)
JJ
01

a

0
CJ

rH
X
cn
o
o
rH



0,


S
a
i
i
rH rH
>< 0
£, C
JJ fl
CJ X
1 01
oj x
X < "*
HH
^.
2
ri
' *J
3
0
CJ
'"'

























































E-126

-------




















X
HH
*••»

c
_— *. ^f
^3 ** **•
Si »o
U) T3 4)
rt| g Q4
S££
.0
*"^
(0
u
's
0)



a
S
o
\
9,
O
0
>H


cu




.
^*
co
»H
0

a .
0)

e
1 _4
X <
h-t
r">

*4
•a
"3
<0
•
U CO
0 JJ
U-l — 1
3
_ U)
"I 4)
1 ^
S-
HH ftf
2
oi o
4) -H
CO -u
i
al
a E
in
v in
in
— -*
c • >
0 0 w
*j « y
y • io
3 y a
•O C (0
4) o y
M U
£
* ^ 2
in -i
in -H ro
en «j. y
a
a
o
o
o
r"1


CM








»—4
o
10
X
1)
1
e
T
X < ""'
>— t
J1
m
I
•-^
2

^
•
U 01
O *J
U-l — t
3
, U1
— 4)
1 U
X -H
1-4 (0
C
0) 0
D •-!
V) 4J
a x

00
in *r
00
.. 0 •
c • >,
O O 4J
u * u
IO • (0
3 y a
T3 C ifl
o) o y
11 U
c
en 10 Jj
• C M
!-* -H Ifl
T "4-1 O
a
a
0
*^


cu







1— 1
0

3
0
0)
1-1
1 -H
X <
'>n
^
i
• •^
!^
p T'
(3
*
W V)
0 *J
IM — ^
3
U)
1-1 4)
1 j^
X —1
1-1 (0
c
0) 0
u •-<
W JJ
i 1,
•^ ^n
T 1^
f^
co in
fM
.. O •
c • >
0 O 4-1
jj . y
y • 10
3 y a
•u c 10
01 o o
w y
c
"* -' 5
vO 10 -Q
• C M
(N — t (0
-4 >4J. y
1
a
o
o
o
~*


CU







»H
0

1
o ••
0,
0
U)
p-t
1 — 1
X <
!in
I
H
^
-3
fl
•
U VI
0 -u
<^4 •— ^
3
71
•H jj
1 U
X -H
-i -0
c
4) 0
4) -H
CO JJ
E ^n
^^ ^Sy
^^

vO ^
cr< O
0 .
"* * ^^l
C 0 u
O.
•H
•^ • y
14J • 10
o y a,
3 C 10
•o o y
4) u
w e
<0 10 i
vO C U
• -H 10
m IM y
a
a
o
o
0
^


a.









o
c
2
jj
o
r
i ^
X <
»— t
CM
i
0) CJ
! e o =
--11-4Q
JJ U
tn
JJ (0 *•(
y s 10
10 y
JJ 4) -H
— c/i £
oooi
y 73 £
y
• c
MOV)
JT -a 0)
w e
*r (0 -H
IN y jj







£ C C
000
•H -H ->4
JJ JJ JJ
y y y
333
'O 'O T*
4) 4) 41
U U U
d» «* aC
i^^ CO f^
*^ n r^
aaa
a a a
o o in
O O -i
0 IN
"*


cu






H—


0
c-
10 .

0)
s
oo
X < ^
M
o
1
>H
2

(3
*
W V)
0 JJ

3
U)
<"> 4,
1 U
S? -i
M 10
C
4) 0
CU -H
CO JJ




,
^^
<0
^

O
O
^


Cu





*^
02


^
O
10
JJ
M
°
1 2-4
X <
M
JN
i
•^
T3

ft
•
M CO
0 JJ
IU pH
3

^ 1)
1 VI
X *4

c
0) 0
0) •-*
V] JJ




,
F-4
10
°;
01
01
JJ
01
"a
e
8
en
0
o
— 1


cu





*— <
05


O
10
JJ
c
01
cu
o
1 (N
X <
M
o
1
^
-o
T3
.-3
,
M dO
0 -u
U-l —I
3

r*1 4)
1 U
X —I

c
oi o
4) '-I





.
^
iO
°:
0)
01
01
a

8
S
o
0
r-l


CU





*J
CO


o
10
a
0

a<
1 (N
X <
~
1 1
^
1 •"• «
! _«
! ^
i ^
W 10
0 *J

3

1—1 4)
1 ^
X — I
t— 4 (0
c
Oi O
0) — t
(/} JJ
a cr
— §>
^
00 00

•» O •
C • >4
0 0 JJ
•H -H
JJ • U
y • S
3 u a
T3 C 10
4) o y
w y
c
C*> — 1 O
en to A
• e u
00 --4 10
PS 
-------
T3
V
3
C
O
y
Cd
u






















jM*
X
M
*^
c —
0 CO
M "*•"
fl tn
o y
T3 JJ
01 fl
*J .C
fl Q.
> ••*
•-4 —4
Jj <
< "
c
U) JJ
0) fl
8JJ
H £
O, -H
c cn
0 fl
•H .— 1
JJ U
fl

c y
01 -H
y e
C 0)
O £
U 0


















































>.
TJ
3
JJ
M
X-l
O
C
o
•H
JJ
a,
•H
y
ui
a)
Q

X








(1


'.J
01








cn
c


.. j
^*





•o"
3
JJ
M
IK
0
cn
jj
3

3 Q*
^ ?*
(A H
J
fl
y

.-
m
2i
U


o'i
z)
.1
"
^
r
i
I U) W
jfl fl
I 3 «-C
1 ^
I >
•H -H -H •0'ocnoioi'H icj'HiwnjGiOcujJ
y.fljj3v J-1 soycnscnccxo wy

Q) O O ™ tJ 0 '^* O CU CO tf) !^ Tj ^ 2J * 0 "^ 0 0 fl
WO 3^H WQT3'^'^ OO^->5U 3 O
C Q 3 VI fQ Ul I^» 00*^ 0 ^ * ^3 C fl^
& ^"^ O ^^ 0 ^3 Q} W •£• ^M J™ ^^ 0^ tf) S W ^ W ^ '^ ^D S
^^ fl mU ^ C W '^ ^00^ ^^ W ^W (1) iJ i-1 ±j 3D ^
* C W ^^ ^^ 3 O T3 ^3 O 0 W ^3 '^ 4^ 2 W D C t ^
f^ -^ fl ^J 0 0 ^ C ** ^ '"C *™H CU fl 3 J™ ^3 O ^ "^ 0 ^^ J™
^^»w O'H £ uL'O 3 fl fl fl±Jj£ Cfl^J CUlS-U'CCj^-iJ
a
a,

0
o
0
r-l



O.




t-4

«
j;
01
•O

fl
JJ
tt
y

i
X 09 *"^
«
•T


J5
^
y
cn
W 0)
o w
^44
•^
r I
o o
X -4
)-« 4J
oi -o
01 TJ
02 fl
^
fl
C
•H e
u-i o
i u
CM fl
Q. U

0 g
"JD C^
7. 1
c
O CO
—4 rj-
IJJ O
y • •
3 0 X
•O JJ
01 • -H
i-i • y
U fl
•* c 2.
T 0 fl
CN y y
1,
0,

o
§
•^



a.




M

•o
y
<2

y

4J
0)
y

i
X ffl 
a* \
fN §>
OJ

o
0 O JJ

jj • y
y • fl
3 y Q.
^3 C fl
oi o y
u y
c
0P i^ 0
co fl a
• c v-
^ .^ fl
i
C J=
0 0
JJ C
01 fl
y >.
< u
i
X 03 T


~
c~
5
P-H
j
z
D
y
-




























































                                      E-128

-------
























X*
M
^^

c — .
*- S °
•n .a «-•
>j ^* ^^
0) W
3 fl w
c u u
•H -H
JJ 73 JJ
C 4) ifl
0 JJ fi
U/fl ft.
*W U4
-1 -H ^

M <
U C
03 U) -H
< U) JJ
E* 0) fl
o o
O -H
U <4-i
0. -(
c in
o 
IX












0]
01
E
U




•o
JJ
(0

*M
o
i
7 H


^O
73 01
3 a.




i

(tl
'W
Q







.
O
Z
m
r*>



•
V)
jj
.^
3
U (fl
0 01
*4-4 W

)»4
*•* Ifl
1 C
Q] 0
X -H
M JJ
•H
0) "C
0) 73
10 ifl


§.1
^1
cn
V0 -I
Vfl
.. o •
c • >,
0 O JJ
JJ . U
y • ifl
3 y a
^3 M *fl
oi o y
w y
c
\o ifl j2
• C H
O •-« (0
m iw u
&
a
o
o
o
*"*




ft,






M






c
•H
01
»™H
0
w
y
**
i
x ao in

o
Cn


















C
"S
Ifl
u
m
Q

JJ

0
•H
JJ
y
3
T3

01
a* (0
0 0

1
a.
0
o
o
"*




3






OS






C
H
01

0

y
<
i
X CQ P

in
r"i



•
VI
JJ
i-J
3
Vj U)
0 0>
t^j J^

**^
ifl
1 C
03 O
X •-»
M JJ

01 73
Ul ifl


§ E
Ut ^
*1
£ cn
(N
• » *H •
C • >.
0 O JJ
jj « y
y • (fl
3 y a
73 C ifl
01 o y
vj y
c
d^ ^ 0
in >o Jj
• c w
^T -H Ifl
vo 1*4 y
a
Cu
0
o
o
'-'




Cu






M


13
H
U
<

y
-i
rH
>i
^4
y
**
i
x ca r»
I
i^
Is*


..
0) y
e o c
•H i-l 0
jj y
 JJ
C -^
o - u
•H . (fl
-u U Q*
y c (fl
3 O O
73 y
01 C
LJ P— 4 A
X
T3 !
y u
< -ifl
s
f-4 . W
£ —U
< —
i
x ca cn

.,->
rn



•
10
*J
r— *
3
w cn
0 0)
-^
^
*J
3
CQ
I O
X CS -«

.u->
m

t

•
'•S\
*J
(M4
3
u cn
0 0)
W-l W

^
*^ 10
1 C
CO 0
X -H

01 "O
01 73
CO ifl


g §,
Q4"g
? n
cn
•« »M •
c • >^
0 O J
JJ . U
y • to
3 y a
73 2 (fl
a; c y
u j
s^ — O
cn -s XI

in -* (fl
cn 'jj y
1
O
0
0
l-t




0,







V

Ifl
^H
>l
i-*
o
*c

r— t
>,
Jj
3
CQ
1 "i
X O — t

^
r*

I

: •
tfl
•J
t—l
3
u tn
0 0)


i— i
"^ fl
1 C
00 0
X •-<

01 73
01 73
tO ifl


&Si
CU X,
CJ §,
T vO
o

S • >.
0 0 JJ
-J - U
y • ifl
3 y a.
73 C ifl
0) 0 U
w y
/•B f^ O
w f^ y
CO ,
4J
3
CO
t ^N
X CD ^

un
rn
i


•
*fl
jj
^-4
3
u in
O OI
U- W

^
ifl
I C
00 0
X —1

01 73
01 73
CO ifl


i. l»
i^l
o
*™H
•• f-4 »
c • >•
0 0 ^
JJ . U
Iy • ia
3 y a.
73 C ifl
oi o u
u y
c
m ifl xj
• C M

m m y
1
CU
o
0
o
~+




a.






M


73

y


y

^
^
jj
3
O
1 <"^
x as ^
hH
o
(N
•^
OJ
1 —
• 3 >• jj
*^ ^» « ••••
01 JJ n
W 73 O Q
3 U -^
73 ^
O 3
0 ^ •
0 U 01
c c
.a -H o
u jj
0 in 01
W JJ U
fl C ifl -
-J > 01 01
~* ~* c j:
•H 0 Ifl JJ
t, W JJ 3)

01 •
•O jJ
>» c
c xi oi
z >
^ -J
•* 2 °
C A Ul
0 lH
-H (0 £
jj y jj
y •-»
73 0
0) 14 O>
u m c
01 C JJ
jj o ifl
0) -"4 •-*
Cu 0. JJ

00^
u to o)
r-i
cn
o
0
l—t





Cu





*J
00


73

y


y
• H
^
>,
Jj
3
33
1 ^3*
x a ~«

E-129

-------
























^^
x
M
••^

c ~»
*^ 0 CD
*^ J* ""^
 -4
r* "* l~*
. ^ i^J
w °
Cd C
J '• 0
3 "2 "1
«£ « jj
H «J fl
8-2
u »u
o, -^
W
C U)
0 fl
JJ U
fl

JJ (T3
C U
0) -H
'J E
S V
O -C
,-G U
















IM
01
OS










tn
c
«
E
6






^i
"O
4J
03

*w
0

»u
(/) TJ 0)
4) 3 CU
2 ^ ^
W fr4



Q
_!
fl
*•


^S



TJ •
0
Z



1
O
1 -J
u —
-a u TJ
•H C
1-1 rH fl
O >.
^ JS ^

o a> s
£ 0
 C
fi 3
U
0
i fN




(0
Jj
— 1
3
U)
U 0)
0 M
U-l
"»• •£
1 S
03 0
X "4
.^
0) TJ
01 TJ
W fl


TJ C^
0) C
J3 -H
O fl
CO — <
3
at i-t
m o)

*« ^
0 JJ
•H C C
JJ 0 Oi
y 2 >
3 W -I
"0 (TJ 0
oi y tn
M
§J=
JJ
O W •-»
 u- 3

\
3
O
O
^-(


a.





M4
»
03


13

y
"*•
o

0
u
^
(^
CJ
1 ^
X 3 -•
~
I
pn
i


.
'•fl
£
3
CO
W 01
O U
U_l
-H «
7 c
03 0
X -H
.^
oi -a
4) -a
W fl




1

E E
Q^ ^
a
O 01
rn -4 •

.. 0 JJ
C •<-<
o - y
'•u y a,
y c fl
3 0 O
TJ y
a> c
w -t 5
fl jj
of C W
^^ *^4 fl
(J\ U-4 U

I

o
o
0
•~*


a,






M



T3
.^4
y
<
u
•-j
0

p,
u
CJ
i *J
X 3^^

in
^

i

* .
VJ
^
3
W
VJ 01
0 W
<4-4
"fl
7 c
03 0
X •-(
LJ ^
•H
0) t3
01 TJ
in fl




£ E
Q« CT>
a >v
T &

ff\
.. o •
C • »>*(
0 0 JJ
•H -H
jj . y
U • fl
3 o a
T3 C fl
D o y
U U

5 "fl J
• S M
in -H fl
*r u-i cj

1
a

o
o
0
I-t


EX






H"*

01
TJ

J=
01
1— 1
fl

5- ' •

0
Vi
CJ
I r~
x a -"
M
in
I1*!
1

1
»
'Jl
^
3
y)
1-1 01
0 W
U-l
*fl
T C
a o
x — <
.H
Oi TJ
0) T3
cn fl




E £
a. x
^ s
n
ro rr
^
•« ^4 •
C • >.
O O JJ
•H -H
jj . y
U • fl
3 y a
TJ C fl
ai o y
u y
c
of ** a
CO fl -U
• c u
vjO -pj (TJ
vo vu y

1

o
o
0
1-1


a.






l~4


01
c
0
c
X
OJ

"5

y
;>,
CJ
1 -i
X S "-1

=
."SJ



•
•fi
~
3
'Jl
i^ U
0 w
u*
T -^
T c
3 3
X ••*
,^
01 TJ
3J t3




(
> C
of a 01
(N >
C —i
..go
C .3 (fl
O w
•H fl £
jj y jj
y _ •-.
TJ 5
4) U ff*
Vj uj C
01 TJ -J

OJ ^ -.'
^ M «4
a 3 -i
S VI 3

<3 4 H

*&
3
O
o
*"*


eu





•J
*
CO

*0
• ^
U

y
•H
g

fl
u
0)
—
1 J^
X 3"

0
C3


1
•^
— «H
5 7
C a
3^ X

"U •
1) D (0
T3 CO W
s 2
£ •  3 c o
.C 3 (TJ N
.u -1 g —
0) fj w w
S X 0 3
Ip-i u irj"
>. »j cu >
o* 5 "*" o

Mri **^ W
p a. 3 T5
••4 >^ t3 .3
•H O GJ 0
Q ^* E '+-

1
0
"§
CM 0
cc -


_!





CJ
*
3*




i)
~
3 .^
^^ ^ — «
'J TJ CJ
^ «J ^<
"J = 'O
•- il ^

1 —
X 3 *
0 0 JJ
JJ - CJ
y • fl
3 2 ^
a; o y
* y
c
s* -t 0
r^ (tj jQ
• c u
i^Q '"^ (^
(N ^ O

1

O
O
—4


c-






M





a
a
^—4
^* *""*
J= 0
_j y
a x
«4 ^
c o
i —i
X 3 
N.


O
O
0
•
•* >*
Z JJ
3 ~4
I--4 y .
jj fl
y a
3 fl
7 cj

W M
^ i
O u
O fl
-H y

E
M*
O
O
m


O.






M





— "
^T
3
J2 a
3 =
i/l 3
•~4 «J
• ^ ^J
- ^
1 •"'
X 3 ^



^
5
^
„

CJ































































E-130

-------
 4)

 C
Cd
CU
J
s
     C ^™»
     w
     fl  Ul
     CJ  O
C   0)  fl
0   JJ £
u   fl  a
—   > -i
     0
     <
U-l
Ul
JJ
C
0)






















>.

3
jj
CO

c
0

4J
a
u
o
u>

Q





^»
*o
3
jp
cn

*4J
O
to
4J
»•*
3
a





jj
e
i)

<"^ M
C JS
M U
V
4J 4)
V} Q,
fl >i
s e-
^o
TJ 4)
3 a
-u >,
-0
CO
3-33^3l 'J — U 3 T - :: — .* ,^
Ot---3-3-3-J'3-'-.3 0 r - 3 y ,
•* ~ TJ -3 'J 0 -i
144 "3 U^N T3 fl ^J C "^ -w ^3
D ^ • 0 **•< C 31
w U C O • 3 W U
£^Qf"OOQ&' C— O
(U -r^ CO C ""H S ^H -H 0 O
3 C C 0 •** >» X E •* vO
^H O fl O O ^^ C^ ^^ ^ *
*^4 »Q O C 0 m? 0 fl CO *
O "X 3 S "N O Lfl'U'-C*
1 CT* U 0^ O -H *J • C/) ^1
^-^^o) ocfl^-^cn
4Ja,j» inO-^o  G\ lij
<  4)
CJ 0
O O 4J

o a, ^ vD

(JT 3 •. P»
0 O S Q E 0
-H n HI .a a, s •
fN ^ O fl ^4 Orf CO
•^
0)
3^ JJ
HI 0 fl
X. 3
*^*j, •~*D"*^05 D t -•
^j C CJ C , *M -^ ^^ --^ ^\ O ? ^>
i) 0 -"Z J-* | S • «J \J ^ ' *i
^H^ :-J3c-a u^-ii ^i
w C w
c -a fl
£ s » .-:
u -a j< g
fl ^ -^4
CJ -H 4) SI
^^ jt
i a^ cn
 -H

^Q
4) a.
v, a,
a, rr
z •
3
C -t 1 CJ 1
0) = 3 3. m u u 1

1^4 .« 14^ .^4 14^ JJ ^
C S E 4) -i
HI i'O\'»3_ 4)\
31 C O C X ** IT
1 fl O fl g 3
m in CP c ^
• o • 90^
u) JJ M ^ c in kj CN o
0) fl 0 0 • fl fl
H*U C J3 ^
fl U O T3 1
T3 fl -I C T3 C
4>4>UC3CU-i
CT* ui 0 0 fl '^ g
fl 0 -H •** "« C \
u -a x. c ^ o u
01 cr fl w v. -H o
> C 3 fl E -W
fl O g 3 71 fl in
J O 3 O (N
^* wi in g 4) ^
flflCN'HitlfH «lfl
> CJ JJ 3 • C
o jj a jj o -H -i
4) 3 \ -* O ~X £
tji»» LiiTia* E"JO3'
fl r* 3 P-I . co
Wf^ 'CU^OIOO Cn
4) • s: o • w -H -H o in
>CO Hti/lvOOSCtN.
 ^
& y ±)
- < fl
fl in
'M f~ *
H» r>
•~H • *
ra JM» 00 0)
> fl 
    JJ  fl
     C  O
     0) •*
     U  g
     C 4)
     0 .C
    U O
nj
.2
5
c
0
W 1
u C
-" lj
-2 S
c .
O
f
,
i
x a

0
3T
c
—
•»i
^


^ 	 	 . ..
a
^—



                                                E-131

-------
























X
M
^
•o i? -~
01 ki
3 TJ CO
c a y
•H ••*
XI 13 XI
C 41 TJ
O xi C.
y TJ c,
*- > -H
. i j ^«
t •*• **»
ta y
3 - §
03 CO -H
<: co xi
£" 4> TJ
y y
o •*
a. -H
in
c co

— t i—i
xi CJ
TJ
kl — (
xl |Q
c y
y 'g
C 01
O Si
CJ CJ










41
a;










(u
XI
C
0
CJ





^
T3
3
XI
c/j
O
co
XI
— I
3

£



XI
>J C
"0 41
3 3 •
x> i-4 W
W IW ITJ
C -C
<4J >-< CJ
0 -o
C 41
Q xl i>
H co a,
xl TJ >>
fi- 3S H
CJ >u
W -O 41
CD 3 Q*
13 xl ^*
U] H
^
ITJ
y
•H
E
41
^™
CJ

HJ .
0
z



r™" ! r*j
! ' ^
i ! * : ai ,' I
X ' — 1 -1 _
i X -














(
41
tJ xl ^*
ITJ X

.5s 3
t3 ^ O
ITJ O
41 xl *-t
xl 3
CO CJ 'xi
-2 o
^  o w

I -c
41 T3
U OJ C
CO Q
a, ITJ a
£ 4) ki
Q o y
t:
TJ
y

o
o
n

A
W *
O T3
CO 41
TJ Cfl
I* 3
XI
•* ITJ
Ct. 3
"C
J3 41 S I —
a. w i 5 w .
a TJ u .2 TJ ^i
13 > ITJ w y TJ
o 41 *H y TJ 0^
in xi i xi y E
W <^f C O 5^ *O C^ CD
0 ^ ^3 0 ^ 3 ^^ C» ^\ ^3
xlxi4lxl4l -HO.O
W u ktCOcTi OiS-H
•O C J3 < • • ki M X
4IQ U-rnO-iQC
y -2 41 -^ i — > o
3kikiCTJ> Oix^
'OTJO'^CTtxiCt»5W
4) y u-t QI •*< O ^^ TJ
t3 — i --I O TJ U TJ
• 4) > vO CU (tj Oi fN ^
y xi -H . 3 n
S T3 <-<

41
Cfl
0


C
j|

y
^
-H ^
TJ "X
> 01
4) 
T3 — i OT 2 •-•
0 xl xi 0
W TJ O 1 TJ TJ O
"U U O 1 3 U ^J
>« 3 O! CT 3 »n
s -o  ^

ki O
0
of (N
r»
ff« 'x,
•w
< T3 -^
__ 41
0 TJ
-J ki

*O tj 3
TJ y o

^J jj^ Uw
CO (tj
U9
41 41
> y -i
OCX
J: g J w
CJ W £
"3- 0  ' ^ 1 1 /^ IA_i
^^ Sj
A
a.

o
o
tN
^ *• *^ *"^
CJ VJ "O O
^
^

(N
T: ^

3 41
0 xi
M ki TJ
H 3








.... . - ' -•
5 i i ?

p.^
TJ
C
o

—1 JJ
1 — «
flQ -O
X T3
l-l TJ
41 0
W xi
1
2
S
a.
a g
cr>

CO 0^
.. r-i
O 0 xi
xi o y
y TJ
3 « a
T3 • TJ
41 y y
3 c
*• y o
in J4
• — « k|
** z y
1
a,
o
o
o
^


3.






C
41
^
a< i— t
^ o
W 0



^
^
c
o
*T -^
"^ ^J
I *H
03 -3
X TJ
flj W
4) 0


1
Q) ±J
•o s
41
of > >
CO .3 -i
tN O
c v)
i $ 5
> TJ — 1
o y s
41 6 01
woe
W —1
4t <*«J XI
^ rQ
3) 13 -H
^ 01 ki
a J -j
£ u 3
CJ CO 4)
X
3
O
O



a


(-3

iT^



~
S
u
— > T:
•*^ ^^ J
a o Q
x a .-M c
1-4 0
| 
-------
TJ
 0)
 3
 C
03
<
l§
w
fl  en
u  y
JJ  TJ  JJ
C  0)  fl
0  -u  J5
y  fl  04
i'J
U) JJ
,

M
JJ


U-l
c
o
•H
JJ
0,
W
y
£
iM



jC









(T*
l\

•
U-W

OS









OT
JJ
C
0>
5
0
U




•o
3
jJ
U]

*M
0

u)
jj
3
V)

Q£




g
4)
g •

(.. .g
C X
M U
4)
JJ 4)
u> a,
fl >
3 E-
xi
O ^ JJ
•H • -H
jj o y
y fl
3 - a
^3 • fl
41 y u
w c
o c
* u 2
m ja
O fl fl
u^ C O
1


o
o
o
^


a,


M


0)
JJ
fl
JJ
01
y


_4
J>,
£,
jJ
CU

X £3 ("S
t
'.n
' ^
i
i

i
M*
3

1)
^
fl

0
1—1 'JJ*
I —i
03 -a
X TJ
>-( fl
4) W
01 0
CO >*J
1
•H
iw
1
vfl X


• « r»» •
c m >.
O -f JJ
•H • -H
jj o y
y fl
3 « a
T3 * fl
4) u y
w c
o c
<* y o
r» .a
^^ fl ffl
r* c y
|
WM

u-1

0
^


a.


M

OJ

(fl
^
>,
^J
a


,_<
>"
—
a

X 03 CM
1-1
_„
«rt

i

;1
w
—*
»*
^j
*
"fl
gj
0
*"* JJ
I -M
03 T3
X 13
NH fQ
01 W
0) o
CO *<

i
"H
!•
Qd ty*
N»^
S S
^
^J1 •
•* ^^ ^S
C O JJ
0 • -H
.-i o y
jj fl
y «. Q.
3 • .fl
•o y y
4) C
woe
rf U 5
* fl fl
vjo e y
e
Q,

O
o
o
^


0.


^^







01
2
0) -«
— 0
>. y
JS >t-
JJ l->-
IjJ CJ

x a 
U
— 1
fl
c
0
-* JJ
1 -H
03 *O
X ^J
M fl
4) U
01 0
CO U-l

' 1
r-*
•i.
1 Q4 &•
X
0 §1
^
00 •
•» *-^ >»
3 O JJ
0 • •*•
•H o y
^ . a.
3 • (fl
•O y o
41 C
woe

• fl fl
 c y
&
a.

o
0
o
"*


a.


M



0)
•o

JC
01
-a
^^
fl
£
0
Du

x a CM

in
^i



jj
3
V3
01
u
fl
c
0
••H
-H jj
1 — 1
03 T3
X T3
M fl
4) W
4) 0
CO <«
,
•H
,
0 O JJ
**4 • *H
jj o y
y fl
3 - a
*o • fl
41 y y
w c
0 c
o* y o
m .3
f^ ffl fl

3 W ^
T3 fl O
u y tn
^* s 5
0 W -H
-t iw 3
*"^
Jl
3

O
0
"~*


a,


j
m
T3
•H
y


y
• H
0
£
fl
^J
a
4J
—
1 •— 4
X 03 m
M I
o




i
—t
3
C/3
0)
w
fl
^
2 2
-*4
1 —4
a TJ
X TJ
M fl
4) W
4) 0
CO <«

1
4)
o* C

\Q ***\
00 g"

•• (N •
C (N >,
O -« JJ
•H • 'H
JJ O U
y fl
3 . a
TJ • fl
oi y y

0 C
^* O 0
TJ* »Q
i-i fl (fl
^ C U
a
a

o
o
o
^


a.


M

0
y

^
o

4)
C
4)

>^
X
=
1 ro
X 03 r-i
hH
in
"*1


1
:•
! 3

'•j
"
2

0
^ .n
i -^
a TJ
X TJ
M fl
4) W
0) 0
CO <**


1
Uw
i
a E
Cn
0 X
03 E
1^4 cn *
>i
•• ^* 4J
C vfl -H
o -H y
I-H fl
JJ . Q.
O • fl
3 y y
T3 C
4) 0 C
W CJ Q
(N fl fl
co c y
a
a

o
o
o
PS


a.


M







r-l
>, 0)
JJ JJ
3 fl
J JJ
O 0)
uj y


x a m
M



_—
T3
01
3
'JJ
«
0
3




























































                                     E-133

-------
TJ
O)

C
0
CJ
Cd

U

03

























x

—
O CO
JJ ^
ll
fl CQ
CJ y
• -4
TJ JJ
H TJ
JJ -C
fl a
> -H
•H i— *

CJ
rocess:
f ication
a, •*
CO
C eo
O fl
••* I—I
jj CJ
fl
VJ <— '
jj fl
C O
O —I
o e
C 01
86














































TJ
CO
U-l
0
£J
O
-H
4J
a
v*
CJ
CO
s

/
ill






n

u-i
11









(fl
JJ
C
01
§
o
u






jj^
1

CO
U-l
0
in
Result




nf luent
har.

"0
V
JJ 01
w a
fl >«
3 £«

>*y
TJ 01
3 a
CO E-

^
j
*H
fl
O
•H
£
V
Si
CJ

3 .
z
 S
f*4
ri f

C • >•
0 O JJ
•H -H
reduct
cone . ,
n capac
* ^ jS
• C l-i
CO "^ TJ
v»

.. jj
— < C C
fl o o)
> J3 >
0 U -»
£ fl O
01 CJ M
Oi 0 JJ
4J U —4
0) <*- 3
a c c
£ 0 0
O •-« ••<
0 4J JJ
X
C"
O
O




o.




.
03"

T3

O


CJ
3
fl
^
	 1 r~
X CO r~i
H-t
_n
"O
^
— '
"^
2J
W

fl
C


1 -"^
ffl T>
X TJ
w fl
01 l-i
01 0
CO «•(




II
^ Xv
o en
^
P% ^*
in
.. o •
s • >•
0 O JJ

reduct
cone. ,
n capac
* -4 0
CM fl ja
• c u
y3 -H fl

I
a
o
0




£L,





M
fl
JJ
01
O


£
|
£
X 03 PO

j-i

7)
— J
"i
0)
i^

"fl
c


f *t^
ffl TJ
X TJ
M fl
0) ^4
01 o
CO <*•!




SI
a x
s
-4 ^
m
c . >
0 O JJ
••^ -H
jj » O
CJ . fl
3 cj a
TJ C fl
a) o y
^ u
0* >H O
P» fl J3
» jj jj
O -^ fl
co <« y
£
a
CO
03




a





M

^
jj
3
aa

^ 01
>. c
— 0
i) -01

X 03 f*l

0

^
-J
3
0)
^

fl
C


1 -H
03 TJ
X TJ

01 M
01 O
CO *J



1
01 JJ
TJ C
0)
* >, >
^ £1 ^
P* 0
C M

fl l-i JJ
> fl •*
0 U 3
oi £ C
WOO
W — 1
01 'M JJ
JJ fl
Oi TJ -H
— I 01 Vw
a .a jj
£ hi 3
0 0 "H
CJ co oi
•H
en
0
0




a.




1
a*

o>

fl
g

> y
fa""
2
X 03 TT

O

M
*J
"3
a
W

fl
c


i •-<
a TJ
X TJ
M ig
0) 1^
oi o
CO  >
O J3 (-«
in o
S CO
^J=
fl ij *J
> fl — i
§03
0) £ "
l-i 0 0
U •-(
4) u-c jj
JJ fl
0) TJ .H
F-l 'J Ul
a ^2 jj
S - 3
03-
CJ 7) 0»
0
0




Oi




«J
23*

01
JJ
fl
0
c
— fl
>. 0
JJ TJ
Z 0
x 03 «r

Jl

7)
-' 1
M
D
^

'fl
c


1 -H
ffl TJ
X TJ
M fl
01 U
01 O
CO <*-!




E £
Q« O*
a x
£
n
wi .
0 O JJ
•H -H
reduct
cone. ,
n capac
<* — Q
co fl ja
• c n
*sO **^ ^
v <4- y
1
o
C3
O




a





M

^
^J
JJ
Ci3

>, C
J3 O
jj JJ
01 OJ

X ffl *3-

C i
™
:1
«j
3 ,
?


— t
jj


I ••*
03 TJ
X TJ

01 *
V 0
CO UJ



1
TJ C
0>
in J3 — <
n O
c en
— jS j=
fl M jj
> fl •«
o y 3
f £ C
1-1 0 0
U -H
0) <*-• JJ
JJ fl
0) TJ •-•
1-4 01 1-1
a J3 jj
£ W 3
0 0 —
CJ CO 01
en
|




a.




^ 1
03*
jj
fl
0
C
fl
y
— a
>. TJ
j: -o
«J X
u cu
£ =
x a w y
oo
en




o>





~
£
fl
0
to
w

— 01
>. c
— o
jj jj
V 0)

X O3 V

^
9
3
.^
^
0
Cj




















































                                              E-134

-------
















'•u
0)









CO
JJ
c
4>
§
0
o






— •*
X
M
**^

c -~
^ ^ O CO
— A «Z
TJ T
y W
3 fl M
c o y
•H '•*
jj TJ JJ
C ^ fl
O *"*•£?
M T3 O*
si > -1
_, -H r-t

M <
w c
J •• 0
SU1 -H
10 JJ
E-> 4) fl
85
M ^M
CU -H
c to
O iQ
—I .-4.
JJ U
fl

JJ fl
c y
4) •-*
y 6
86



















^
TJ
JJ
co

*W
0
JJ
(fl
0)
(X





JJ
H c
TJ 4>
3 3 •
JJ ^ W.
CO^fl
U-l M U
0 T3
C 4)
Q jJ 4)
•H U) O,
J.' fl >1
0< X &•
—i

U >u
in TJ v
0) 3 CU
a jj >.
M H


rt

^
10
U
'^
B
01
.c
u
fl •
o
N iS ;^ ;' ;3 - IS - :- -
(fl
4-1
. , * \ j> \ * r. * ' :-. ' .-: .-: ^
jl ' ~" ' — : i
3 -

2J
^J

fl
0
^* JJ
T1 .*
CO TJ
X TJ
M fl
01 W
a> o
CO lu



1
0) JJ
TJ C
4)
* >, >
o a -H
T O
JCfl

A
fl u jj
> fl •-<
o y j
0) E C
woo
U — 1
01 U-l JJ
jj fl
4) TJ •-«
a, J5 jj
Jjj 3
0 *""•'
W 4)
X
0
o
^



cu




^1
^•4
CD
41

fl
O
c

u
ft 0)
> TJ
JS fl
JJ JJ
2S •
I U~)
X CD ^
^-i
z ~
3
C/J
01
W
— 1
0
**^ 'jj1
1 -H
03 TJ
X TJ
M fl
0) W
4) 0
CO «U




f S
CU w^
a x
ui 5>
0
n
.. — i .
C • >.
0 O JJ
jj - y
y • fl
3 y 04
TJ C fl
o) o o
w y
c
m fl Jj
• c w
en ••< fl
vo iw y
1
a.
o
3
*"*



A.





H
^
^,
a
0

cu

-I 01
>. c
JS 0

Of 01
1 ^
x ca «r

_ -, • —
M ' M ', -Ji
0)
^

fl
c
rr 0
'^ JJ
1 -H
CO TJ
X TJ
W HJ
01 U
o) o
CO «-



*
0) >i C
TJ J3 01
o c -i
COO
jQ U
• » k4
— i nj j:
fl y jj
> --H
£ O
10) w c
W u- o
01 C JJ
JJ O fl
0) -H -H
•1 Cu AJ
E K 3

Cj in 01
X
O
0
^



Ck




.
co"
TJ

y


y
-i
4J
cn
H
w

X CO f

V i 0
U ; I*
—I 1 _,
fl
s|

1 --4
CO T!
X TJ
M fl
0) U
01 0
CO U-l
1

J^
0
cn
01
T)
jj
o e
C >, 01
^ >

-< c c

e fl
01 y c
n c
01 0 I
JJ W fl
01 U-l --4
34 C JJ
§0 ••
•^ r*
CJ JJ d)
X
?
o
0
*"*



04




^
a:



01
c
fl
y
o>
73
fQ
^J
5
X CO ^

fl
si
JJ
1 •-(
03 TJ
X TJ
H* fl
O) W
01 0
CO *4


c
0
TJ -H
0) jj
p fl
W —I
o u
CD JJ
0) 3
TJ i-*
01
«P
-H >,
.. ^
^4 C
fl 0 •
> 2 -u
owe
E fl U
41 y >
a1"1 'o
ui
0 W X
in >4-i 3
-H
X
3
o
o
^



04




,
a
TJ
*H
y
*c

y
•H
0
2
fl
^J
y
O
X 03 •«•
^

>— i ' — • — ' — — —
3 j 3 . 3 ' 3 = ^

^j
U

fl
-g
• H

1 -H
CO TJ
X T!
^^ f^
01 W
0) 0
CO 'J-i




§ S
CU CP
O.X
m s
fN
p- p«
in
.. 0 •
c • >.
0 O JJ
jj « y
y • fl
3 y a
TJ C fl
01 o y
jT jl , -*. -" ~*
1) U — U ^
!M ! w M i JM ^
._* — , — ' — ' "
,-
"" 0
•~4

1 --»
ffl ^3
X TJ
M fl
oi u
O! 0
CO , 0
J3 cn
%
^ C J=
* 0 JJ
o -2 s

o> y c
w 0
w y jj w fl
C , H W-l ••*
r» fl j3 i c JJ
• C i. = 0 3
r» ••< fl o -^ •->
*.
0 £ .
U 01
CU TJ
t>»4

'O JJ 4J
X
0
o
^



cu




.
CO*
2
u


u

c
0

'a,
0
cu
x as £
h^

•8 -3 13
^ 5
^j
i •-<
m 73
X 73
I-H fl
a; w
0) 0





§4 tl
a x
s
i—
vaO in
^o
.. 0 •
0 O JJ
jj » y
y • fl
3 y a.
TJ C fl
oi o y
w y

vo fl .Q
5 I 5 !
^^ w i jj
1 -4 T -.
CO 73 i ffl 7!
X 73
h- 1 fl
OI U
Oi O
CO >u




E E
a x
03 §<
rr
^*
• • »-4 •
c • >
0 O JJ
jj • y
3 a 04
TJ C fl
cu p y

=
(N fl ^
• C W| • C W
4-i y
1
a,
o
o
o
*"*



cu





1-1
."S
y


y

c
0
•»4
Cw
0
u
CU

"
•**
«

0)
y


**4
>,
c,
0
M
L_J ^^ ''*'
I
X 73
M fl
U Vv
0) 0
CO «-




£ £
«4 IT
0, X
c
CO
00 rr
(N
.. o •
c • >•
0 O JJ
jj • y
y • fl
3 y- 04
TJ C fl
01 0 U
w y

. "o
— u
















































c >.
u -,
- C )
•** tn



E-135

-------
























^
X
1— 1
"••^
c ~
—• O CQ
TJ -Q —
0) ki
3 TJ CO
C U U

4J TJ -U
C 4) TJ
O -U J=
U TJ Q,
-i "• -*
•71 *J rf
« S ..
w c
J •• O
SCO -.•«•
in *J
6* 0) t)
y y
0 *^
kl W-l
04 -H
to
C (0
O TJ
JJ O
10
M <-H
-U TJ
e u
0) ••*

35















•
d)
c:









co

c
1)
5
0
U





>1
TJ
•U
W
<*•!
0
u
4J
rH
3
CO
0)
a






AJ
H c
TJ 0)
3 3 •
Jj rH U
CO U>* T3
C -C
>U M O
° TJ
C 41
0 4-> 4)
H to a
a s ^
.H .

o >»o
(0 TJ 0)
(0 H


.a

trt


e
(•
•IM
^

tJ •
O
z
^
m

:n
^
2
to
0>
kl
,-H
(0
c
0
""* 'iJ
1 •-<
CO TJ
X TJ
w itJ
1) ki
0) 0
to *<



Q. §
CU \
S
m
r« (N
m
.. Q .
c • >.
0 O -u
••* 'H
jj . y
y • TJ
3 y a
TJ C TJ
o> o u
V4 U
c
«• -i 0
^ TJ J3
• C ki
V,0 -H *TJ
(N »+* a

&
cu
o
o
o
"•«


a.





M




Ol

0) •
r-l
>. 0)
a TJ
0 •-•
^ X
a, o
1 u"1
X CQ i°
M
O
^4

„'
~*
3
C/J
0)
kl
TJ
C
O
^ -H
1 -H
03 TJ
^ T3
M ITJ
0) ki
0) 0
CO >«
- 1
a
ij
0
U)
0) O1
10 -S
0 W
c s

'Q 0 ^
> .2 C
O ki D
E TJ >
01 y — •
V4 0
S CO
o> o
4J ki y
01 ,
a.
t ^j5
x m in

0
(N

;,'
W
3
•j\
0>
W
"it!
C
0
•9 -1
1 -H
03 T3
X TJ

01 U
0) 0
CO ifc*


1
0) -u
TJ C

of >, >
tn 13 -<
(N 0
C 10
-5S.C
TJ kl •»-!
0 U 3
S

ki 0 0
kl •-!
0) M-l U
4J ITS
It T) -H
QJ J3 4-*
E ki 3
O 0 ***
O 10 4)

X.
cr>
5
o
o
i-l


a.




j
CO


01
c
TJ
u
0)
TJ
ITJ
^4
4J
o>

i r**
x co in

^
m

•~
-*
"^
75
11
U
TJ
C
0
"^
1 -H
03 TJ
x -a
l-f TJ
01 ki
01 0
to t*



e s
Q* .
O O «J
•H — t
4j - y
y • TJ
3 y a
TJ C iTJ
OJ 0 U
u y
c
-H «J ^
• C ki
CO --t TJ
m **^ y

&
a.
o
o
0
••*


a





M
0)
C
0)
— 1
^ "
ff
Jj
TJ 0
ki y
•u >,
0) -t
E- U
i co
x 03 m

ul
^^

,-J
_ 4
3
C/l
0)
W
TJ
C
O
•H
1 — 1
CO T!
X T!
M TJ
0) kl
01 0
CO "*•<



Q, §>
04 X.
S
r**
^cr i/^
0
c • >.
O 0 JJ
4J » y
U . TJ
3 y a.
TJ C TJ
a> o o
ki y
e
«*• ^ 0
r^ f0 ^j
• C ki
(N -^ TJ
in u-i y

&
a
o
o
o
r-t


a.





M


0)
c
4)

>«,
Jl •— *
JJ 0
(U Q
*«-4 >*
M ^H
5- U
i TI
x m m
M
0
.•N

,i

_
'j]
V
^
2

0
T "*
1 •-(
CO TJ
X TJ
l-l ITJ
0> ki
0) 0
to <*•<


1
01 -u
TJ C
01
o .a «
^ ^ ?

^ J -c
in u «j
> TJ -*^
o y 3
E
01 S S
ki C 0
^, »4
4) n- _i
JJ U
0) T! ••*
~* V ki
Q. J3 u
e s- 3
o o —
U W D

rH
tT1
^
O
o
"^


a




j
CQ

TJ
••^
u
(t^

y
ki
0)
^^
TJ
>
1 O
X 03 vj0
M
-T
-n

•.1
—
"^
Jl
a

TJ
c
0
•H
I -H
03 TJ
X TJ
^H flj
O> kl
O> 0
to >*i



II

i-n §>
0

in
c • >*
0 O 4J
•H •H
JJ » U
U • TJ
3 y a
TJ C TJ
cu o o
ki U
c
*> -M g
r> TJ .a
• C ki
(7^ •** rQ
r>. MJ y

i
a,
o
o
o
rH


a,







TJ
•-I
U

*H
TJ
>
1 '-^
X 03 VO
M
^
m

:l
«j
"^
VI
CJ
kl
—1
Tl

0


CO TJ
X TJ
M TJ
01 ki
CJ 0
CO >*-l



e s
a, at
a \
s
m
ro ^^
(N
.» ^H .
C • >
0 O JJ
•- * -H
4J * U
U • TJ
3 y a
TJ C TJ
o> o y
ki y
c
* " S
n TJ -Q
• C ki
^* -H TJ
VO ^
M
•r*
>
1 fN
X 03 vS



C?
a
.^
-j
*-
0
u































































E-136

-------
 3

 C
 C
 0
 y
a


I



















«•«,
X
M
**^

r*
2
>4
u cj
•o
oi en
jfi Q)
03 C
•H £
4J «?
o
•* ..
c
•' 0
W -H
CO U
4J fl
U U
O "t
Cu -o»
c en
0 fl
•H 0*
*J O
W 04
JJ fl
c o
0) —I
y s
C U
56








*y|







£/)
4-J
«
U
1
CJ




>*
•o

J-l
W

Uw
0
71
^
5
OJ
X





j
H c
T3 D
3 3 •
U <"H 1«4
C/J w-i fl
C J=
^, ^j f\
0 T3
C 4>
0 -U D
H W O,
•U fl >
a 3 E-
•ol

y >u
en -o 
W f-
J3
04
f&
CJ
e
V
o
fl .
0
z
-
-
f.
U -3
3 —
y
4J 3
w z
O
•a o
y
C fl
u en
0 2
1 § U I II 1
•HX ntn c » i W'OS cn-H
*< u •H-Ofa.M.Mto -HICO cw
!, oc f\ fj^ ^4 o y OH o
fl* g "4 jc Q( **•* TJ y ^  cu o o ^ y .^ ^*
>o ^v '*4 **4 O j^ tj *J 0 ^ 0 J3 y ^4 C3 C ^ ^"
GO g ^3 ^ywcy yflw t^ 0< vo o en *o
v^ ^ nj 4) 0 -H * 4) *^ ^ g *O cy C *o( 3 *w C
•£3 ^ oj t7 *^4 G cn ^F ^« 0 0 04 o^ '*4 ^i ^j 0 O 'c
•* r*> ^eno^^fl^^fl cny3 CT^ 04 Q^ 3 Q
oowSa-02*21^cT3«'So8-5w'oo-Soc
-p^ • 2 u c/lOOWOJCJ^ 3 WOJ W4JCD
tj° CJJQ'D'O ^^gS^^-US OJ-S'rOOO E
3 » '^JS^jtJ^ •»^£>*Q)u-iW05W CJ^<1
OJO^O-^TJOiTJ^WWCT1^ 4JiM^4J4» *n4J
i«4 c •*•* 4«J cu o c 'H *o *™ * *H  u a»

-3 •« C S 0 fl

'o tn oj g cu a) •
M *J y y -3 D
T5 C fl - fl — 1 C
W d) 1 U I U C
U > 4) U (U 0 -^
o-* *4 £1^*0^^ 3.
—i o fl *j -o) jr y
Du C/3 JJ 11 U y fl
0
JJ C
a. o
oj **4
O -w
cn fl
0) -H
-a u

0 3
Z 04
0)
c >. •
o -3 en
4- C C
u 5 D
3 -5 >

4) fl 0
>4 y cn
00 ff .^
o 5 -u
O w •-)
^j. o. •»
X
3.
0
1-4


a.




j
00*



cu

1
i
X CJ (N

- _
; Z
~ -

H
' ^
U— • i
•J)
F-» *J
1 -~^
CJ 3
X VJ
M a
M
D -t
M fl |
^
fl
w -
0
£ A

di fl
y

ul g
CN J1
•« e"
**^ O^
fl
2 -?
5J o >

«r» • y
cr^ y fl
* c -*<
^* 0 fl
r^ y y
1
0<
o
0
o
"•


0.





1



0)
c
1
I
X O rn

                                    E-137

-------
41
3
 fl  — •
 
JJ 4)
ui a
i? E-
>,y
T> «
3 a
W H



J
4
^
fl
y
•H
S
2
£
CJ1

I .
o
o
^J
"Z
in
u
Ul
i_(
fl
C
0
^ JJ
1 —4
CJ T3
X -T3
<-t fl
41 W
41 0
CO u-i

C
o e

J*J *<^
a jj
Ul fl
0 •-(
Ul Ul
4) jj
-0 3
,-H
0 0)

•* jiQ *
^j ij

> 0 V
e u »•«
4) fl 0
Ul U Ul

* g J=
O 0 JJ
0 Ul --4
rt U-1 J
(-4
CT
3
o
0
^



a.


.
"i
a




4)

.^
e
fl
^
>,
JJ
3
OJ

x cj •""
LO
—
"Z
V]
1)
*-<
_^
fl
^
0
— ' '.J
1 -H
CJ 'O
x -o
M fl
4> Ui
41 0
CO u-i
„ ,
fl
C
--( C
*W Q
J5
E W
a fl
a y

o s
CO Cn
^ *x
s
c.
.2 S
>-J *H
O • •
3 O >
^ jj
41 • — i
Ui • y
y fl
oo c a
(N 0 fl
\f\ y u
S,
a
o
0
o
^



Q.



M





41
C
•H
C
fl
—4
>^
^J
3
a
I
> U
•O JJ
3
dP *-4
03 41

.. jj .
fl C C
> 0 3)
0-Q «>
— * **
S w -t
1) fl 0
IM y ui

of £ £
0 0 JJ
0 ui •-.

^
^
3
o
0
"*



a.


.
*™i
a



i
^^
>,
x

r^
0 0

u *

o ^
1
X CJ ^
s
.—
"Z
^
i)
•^
^^
^
^
0
fN '3
i --i
CJ "3
X "O
^^ *fl
D u
41 0
CO u-i

C
0 C
-4 0
JJ -H
a jj
W (Q
? "*

41 JJ
T3 3
^^
O 4)
Z
.. .a .
fl C C
> O 0)
O.3 ^
•»4 a'
e uj -i
4) fl 0
ui y ui

<*> S J2
O Q JJ
0 U •-.
^ u-i 3
\

?
O
O
*~*



04


.
"i
02


0)

• ^
s
fl

>,,
J^J
3

••^
a
,
x u f"-
-
_^
"Z
/J
D
'-

fl
•™
0
— i ^
1 —i
CJ "3
X T3
•-" fl
4) u,
0) 0



p^
Tj kZ
S 0

fl
s y
^N^
a s
en
0 \


-H r«
fl -^
0 O >.
£ u
« - •*
u • y
y fl
o* c a
r* o fl
oo y y
S
a
a
o
o
o
^



IX



M





OJ

•H
g
. fl
1 »H
z >
1 >Jlj
•-i 3
G ffl

X 6 ®
i
J
"Z
-T
^
«

fl
^
0
— « "^
1 -<
CJ -3
X -3

4> Ui
4) 0
U5 *->
^
fl

•^ C

f^
a fl
a y

(N g

r- \

-^
> in
0 O
4) O >•
Ul -u
« *-^
«* • U
in y fl.
• s a
r- o fl

-J
U
.^
Q
f
X O ^
-I
<—
™

^'
«

fl
c:
3
— < '^j
I •-<
o -a
X TJ
^^ (tJ
41 U4
41 0
CO 
- JJ
- —1

^ y fl
• s a
3^ 0 fl
:N y y
§,
a
o
o
0
'^



a.



,_




1
0)

41 41
-i C
>. -^

JJ (13
^ -^
H Uj
a jj
1 0
X CJ '-'
•N
-
"Z
-^
•^
-*

fl

0
-"4
^ Jj

CJ -O
X TJ

4> Ui
41 o
to u-
C
0
•^ c
jj 0
a -H
Ul JJ
O fl
U] *H
41 Ui
TJ jJ
3
aP ^4
T 4)
fN
.. ^3 .
fl C C
> q 41
Oa •*
•M >7
e M -.
0) fl 0
u y ui

if £ JZ
O 0 JJ
O Ul — 1
*™^ y«4 j
^
5>
5.
o
2




a


•*
"X
a


OJ
2
•H
g
fl
-H
^
X
41
.C
• ^4
Q
I "•
X CJ -*
i-n
.:
*n
"^
o
LJ

IT
/—
3
*-* ^]
i -*H
u -o
X TJ
H4 ITJ
3J ^>4
41 0
CO ua
^
fl

•-4 C
u-i O
q
a. fl
a y

ro E
^ ^
tA *\
£
~

o o
41 O >.
Ul JJ
» .-4
o»> • U
p> y fl
• c a
LD 0 fl
T y y
§,
a
o
o
0
"*



0,



M



1
C
fl
^J
0
Ul 4)
a c
0 •-*
U] £
•H rt3
•H ("4
Q 0
i 
•-
"^
"X
*J


"fl
—
3
 -H
(N 41
03
.. .a .
fl C C
> Q 4)
C_o ^
•*u •*
e ui -4
41 .13 0
W o in

§c^
JJ
O ui — i
-H 'J-l 3
^
en
3.
0
o
^



0.


T
„
CO

41
^
H
g
fl

>,
JS
-J
4)
£
• •^
Q
I m
X CJ --1
HH
-^
1"
^ ;
»
0
_y

































































 5 I
 U) JJ
 4)  fl
 U  O
 0 -H
 Vj IU
0. -i
    U)
 c  M
 0  fl
••* rl
JJ O
 fl
 Ul -H
JJ  fl
 c  y
 41 -H
 y  e
 C 41
 o .c
u u
                                                   E-138

-------
























X*
M
^^

— 1
Tl ^3
rtj W
3 fl — »
g U 0
*^ fit rn
^ w w
5 jj 0
U fl C
^i > -H

r-4 ^ *3
i CJ
u < ..
3 .. §
O) W •-4
< W JJ
t« 0 fl
§5
C W
0 fl
•H .-H
J-> CJ
I* rH
4J fl
C CJ
0 -4.
CJ £
C 4J
65



















































*
>,
•o
3
CO
14-1

C
o
•H
0,

^4
CJ
ta
£


£
^





t

U-(
U^
(X












CO
e,

fl >t
2 H


>^o
TJ 0
3 a
•U >i
CO H


k
i
^
fl
U
•H
E
j=
o
1 .
0
z
_
r"l



























•
TJ
0
A
0
TJ
fl

JJ
0
Z






a





M


0

i -H
£ in
JJ 0
0 W
E 4-1
•H -H
Q C
1 ^J1
X U — '
M
LO
?*"t



•J7
.U

3
0)

1-
r-4
fl
C
0
1 -4
U TJ
X TJ
i- fl
0 U
0 0
CO 'J-'
r-4
•a
c
— ( C
^ 5
S -4
CU fl
a, cj
03 g
^ CT1
-H X.
E
.. o»
r*4
fl 5T

i ""'
0 0 >.
1-1 • -H
«,» • u
l
z a
I 0
H U
a a.
1 "">
X CJ -1
M
'in
(™o



01
-j

3
CO
u
w
fl
^
O
1 -tj
O TJ
X TJ
M fl
0 W4
0 0
to ti
— 1
fl
•-4 C
e w
U« fl
a a
ro £
^ 5*
03 V.
S
r->
fl r<"4
> (N
6 o
0 O >*
- —i
«• • CJ
P- O fl
• c cu
O 0 fl
i^ CJ CJ

1
o
0
0



a,





M




i
0
C 0
0 C

>• E
JS fl
4J —1
U TJ
1 \O
x a -•
in
**^



•-i

^^
3
j^
0)
1-1
fl
C
0
•H
1 -4
O TJ
X TJ
M fl
0 W
0 O
W "4-1
rH
fl
•-< e
"* J
S 14
a, fl
a u
r^ £
CN a^
lA *\
..8,
^H
fl in
j> ^
i °
0 O S^t
U » -H
** • CJ
r-i O fl
• s a
^* 0 ^3
V O U

i
a
o
o
0



fl-





M



0
c
1 -H
>* o
JS JS
U Qj
W M-
I O
z =
1 f^
X UrS
M
—
J* J



V!

^
3
V5
01
u
"fl
c
0
1 -H
U TJ
X TJ
M fl
0 W
0 0
CO «-i

TJ C
^.2
lM 4J
0 fl
V) — 1
0 u
TJ 4J
3
«f rH
^ 0
^ >
• ^ ^3 •
i-H ^J
fl C C
> Q 0
£ W M
V4 O «1

•" 6 
^H ^x
*• (|^
^^
fl ^
> r^

0 O >.
^ • -ti
o* • O
n U fl
• c a

03 O CJ

1
a
o
0
o



Cu





M
0
c
1 — t
if} TJ
1 -H
i— ( k-l
j= a
JJ i-H
z .e
(N U
1 &
x u -*
M
in
("O



:i

,
—
^"J
iJ
Wi
•13
C
0
1 -H
0 TJ
X TJ
M fl
0 W
0 0
CO <*•!
fl
c
•H C
a fl
a u
in g
P* O*
in x.

^^
fl m
> 03

0 O 5s
Lj t 1
M *•
• -H
* ' O
m o fl
• c a
fN 0 *
V U O

E
a •
o
o
0



a.





1-1



0
c
•H -H
J= 0
J-> -C
0 a
z w

1 0
X O ™
in
r^



j)
_J

3

0

••H
fl
C
0
1 '-I
O TJ
X TJ
M fl
0 l-i
0 0
CO <4-l
t-H
fl
C C
SJ8
u
S fl
a o
a
5

n x^
* §i
•«
--i m
fl -H
> O
E O >.
M - — <
• CJ
of U fl


* 0 0
dl rtJ rt
WOW

4^ 3 JM
o S ^
o u •-<
fH *4^ 3

rH
X
0
o



CU




•
«



0
c
•H
rH
0

a
s
i **>
X CJ 
-------
01
3
C
    I


    * H
    T3
    01  CO
    JJ  41
    iO  C
    > -H
    si
    10 JJ
    D 10
    U U
    O -H
    M U-l
   CU -I
      co
    C (0
    0 (0

   JJ U
    (0
    1-1 fl
   JJ Ifl
    c y
    o> -^
    u £
    C 01

   <3S








































"0
JJ
CO
UJ
0
C
o
•^
a.
0

i



f
£








n


yj
1)
B










U)
JJ
C
01
6
o
0





•o
JJ
CO

I*J
Q

CO
JJ
CO
0)
cS



jj
C
0)
fl u
c .c
M U
•0
01
JJ 01
ui a,
•0 >
2 e-
>,o
•O O>
3 a
4J >
W H



»
j
fl
iO
U
•^
E
0)
.c
o
3 .
0
z
^
f*1



















-o
01
rn ui
T3 -1
fl T 3
01 C vO ro Q*
M \ m «N 0)
01 fl • • ti r- O
3 O O O CN fi
f jj
(0 fl 1 1
y T o \ fi
•H • a> \ 0 -3
JJ XC^vO g CT> O ^
oi r» \o — H ^ 0
C^ j rtl trt
fl f« UJ
•H 0) fi Q <0
.x A to w
l-i 0 oi •• JJ
S •• C 0 TJ U fl fl
W tO 0 to 3 V> -H
01 3 «Q 'O C t3 CT* Cs4
g 0 W O V4 O 01 6
JJ fl fl 0 J-> .2 *
t/J 0 ,
- 13 •
fl C C
> 0 (U
0 ^3 >
B U4 ^^
Oi fl 0
M y en
=• g -c
O^ ji
w *
O u •-<
fi >w 3
^H
cn
o
o



c.


j
ca




4)

-H


^
^
JJ
8
i "">
X CJ  g oi
o a >
s ^ -i
11 fl O
w u in
*> e -
o 2 -2
fl <4-l 3
f
O
o



a,


•j
m




D
c
•H
•o
F*"4
^
iJ
CL
•H
CU
1 ^O
X CJ ^
M
in
m


•fl
—-
3
^j
^

^
2
0
•H jj
i — •
a -o
X TJ
M (fl
oi w
D o
to «-
fl
(0
c
•-* c
"3
a,  0

0) O >
W w
» -<^
OP . U
m y nj
P™ ^
• W  - •
-o
•H
^
a-
i f**
x o ^
M
.^
^


v:
__<
^
•jj
^
w
*io
c
0
,
.. ^3 .
(fl C C
> g D
2 "u -^
V « 0
w U W
*> £ J5
^j C' ^*
o u •-<
-• u-i 3
f
O
o



a


j
0}







01
fl
0

f<
a
i °°
x u fvj
1-1
0
>j


'.T
•^
3

CJ
IH
13
C
0
(N '£]
1 •-*
a TJ
X T3
h^ (Q
11 U
01 0
CO -w
c
o c
•H O
JJ — 1
a -u
u 
S W ft
oi io o
M U 10
* s 5
*O* ^4 **^
f
o
o



a.


T
CO

01
c
•H
s
fl
FH
>,
JJ
3
J3
•H
^
1 ^
X U ^
HH
L.1


'
-T
^
^
iO
*
*
fl
J^
0
fl '£
1 -H
0 T3
X T3

11 U
01 0
CO U-i

^
fl C
C 0
•^ jQ
(fl
lu

5*
o \
r** £
\jQ ^^

rH \,O
ifl O
Q O ^
5 ^
a> * -H
M • U
CJ *0
^ r* n,
n o <0
n y y
s-
a
o
o



04



M



1
fl
o
c
"3
j^
JJ 0)
o> c
'H -H
w e
1 0
X CJ ^
M


^r
£
3
.Z
.u
^
0
y

























































U
J
3
                                           E-140

-------
T3
0)


-H
JJ
C
0
u
a
2





























X*
M
^^
C
£s

U en
u
0) JJ
JJ <0


•H k4
jj <
u
.. o
W --H
CO JJ
0) (0
u u
O 'H
Vj *4H
CU -H
c en
o 
•H en a.
JJ (U >
a 3 6-
•H

0 >."
eo •C V
ai 3 a
Cj ^J ^s
•we-


jQ
r-l
<0
u

'g
0)
A
U
< — • > C
^3 ^L *« -r™ ^ f^
01 iJ O —
UJ T3 0) JJ -
3 0) — » 0) 0) O)
T3 TJ C g C
O 3 0) O
O — I - — i • jj
m o cu PN o) oi
C C JC C O
J3 -r< O JJ O fl
Li jj 0) JJ 1
o en 0) g o> o>
10 JJ U O -O 0)
10 C 10 «• (0 -H C
U 0) 1 1-1 1 )H 0
jj > at oi ai o *J
rH rH C X! ^ rH 0
•H o * JJ -H £ y
ti CO JJ 0) kl G t

•0 C
JS5
W JJ
S-2 - -
0) U
*O ^J
3

C J •
0 JJ
•H e s
JJ 0 0)
u .a >
3 U -H
•a sv , "*
&* I *J
1 2
m , o
u
W M ~
fl fQ
3 £.
U
0) 3
CO Z
0
•a o
u
C iQ
.85
u w
10 01
u s
^ O C U T3
10 1 Li — < TT • 1 -H 01 01 1 1
c c oio) c-* w-oo «)> jjc o
*^ 0 «^ S c ^0 C fl W ^^ >U)UHOIL|J=U)0) 3rH
U •-( — < Li W H a)2OrHOiOJJ'w 0) LI • 'U roco>,
•J^^ oa>^r c'io^'o ajj^^ S'S-o a° o I J -^
> iTl C-HV— llQOIrHrHUJ-C — • Ll C E rH«J(J
O *^ *H 01 CO 'H ^ (0 *0 0) CU 3 0 JJ C 0 *0
§• • 3 HH fl TJ -H ifl • jj OU30UUCU
O >* 0 00)CiO<-UHUCCO)Q.IQ-H O "3
IH JJJJIH u 3 tntno— tOoi^SLijjjJtn u
a^ •O'C'HTJO) COCC'n'OJJO'OUO WOOg
^ O *0 C 3 C *O ** T3 O -2 >O ^ C^ o^ rH *4j ^^ Q 3 fln ^
•CQ,3O3 :'. •-« w - Oi 0 IH g 3 0) rt M r 1 tt)
at^4 (tj CJ iJ ^ «C ^ 0 0 0 *^ C C TT ^ O -C
03 TJJ< CJ *t3<4« W O O^*^ 0/0*J|^»J

&
Q,

o

3
rH



a,






M

01
c
0
c
0)
*c
a
0
LJ
0)
u


























































X Q ^
rH '
                                           E-141

-------
01
3
C
•ft
jJ

0
u
u






























^^
X
M
*^

Is
w "*^
(0
u to
0
0) JJ
JJ «J
> o
•H U
Jj <
u
.. o
(0 -ft
CO JJ
01 4
U U
O -H
Wl i
a 3 f-
•H
U X^
CO TJ 01
01 3 O4
a jj >,
W 6*


jQ
^
15
o
•H
E
5

o

flj .
o
z







































































o
 H
TJ JJ
3


3 1* ^
^0 TJ 0
11 U CO
u
«•• 0 JJ
O W — I
in «j 3
\
1
O
*H




a.




•J
03
o>
TJ
>•

"aJ

i— i
tj
M
^
01
CO
I m
X Q
M
m H
o • •
3 O >
TJ JJ
0) . •*
in • 0
U *
*• c a
^" 0 *fl
 6
<-4 0) -ft

O S
U JJ
o a a
JJ <0
^ c
-i O 0
T] C U
> 0
o u •
E e
01 JJ ••*
w c 6
01
<«• 3 m
0 -( •

a
0.
r- »




^*



o







u
c
0)
M
C
V
a
x a *
M
--» — i 'in '
CM ! -1 ^
^^ ^






















.
^
JJ
•rt
O
IT]
o,

u

c
u
f0
0

1
E
r-
0

I
0.
|B^




a.




M






01
c
0)
••n 2
^ *J


















TJ \
0) 0!
co u g
*T3 in 00 '*^
com 3 rH
oi x 1*1 •- * o* •
U -H • • 0) O
01 -t -^ W
3 0
•~. Jj
w -H ao in
u ao in \ — » r* o
*'H ^» * • n* "Six ^9 ^**
jj ^0 CO £ !?
 w 0
s-c oTiytJco
u co CD cn 3 Q 4

^-J
.M
c
o
CM ••*
±1
\ —4
a TJ
X TJ
^^ ifl

D U
0) 0

r-H
T)
c c
•rH O
(4^ ^
w
§4 S
04
E

^4 '*skj
S*
o o
•ft CO
JJ O
o • •
3 O >
TJ JJ
01 • -M
M • 0
O T3
*• C Q.
in o TJ
on o o
&
a
,2
^




a,




„






cu
c
D
M
C
OJ
03
1
^c ^^ ^^
^





























































                                          E-142

-------
01
3
C
•H
JJ

0
o






























*••%
x
M
"•^

c
Q «••*
M O
U —
HJ
O in
U
•0 .H
01 JJ
JJ ft]
fl g
> 0
•H W
Jj <
CJ
e.
•• 0
Hi "4
tn jj
V «J
u u
0 •*

Cu -H
e ,
"O
3
jj
C/)

**d
0

V)
jj
i-t
3
U)
01





JJ
H c
•a 01
3 3 •
U) "*•! fl
c .c
UJ M CJ
0 -o
C 01
0 JJ «j
•H W5 O,
JJ US >,
a 3 H
•H

o xu
01 -a 4
O 
0
*W g
o oi

•
CJ <*
C CO
0 C^
CJ —

c 13
01 >
3 01

*W rC?
U ^
a
a

o
o g
in o
»^ H



_





ex






0)
c
(U
N
C
a;
ffl .
X Q 2
2 M
fN ;c
r*» i C"1
!
— CO
r^ ; rsj
j
^
•n


1

0) CJ
S 0 =

jj 3
w
iJ (0 /-(
U 3 03
 £
0 O 01
O T3 J=
O
• C
kj 0 ^1
JS ^J 0)
u g
(% a jj















pH ^t -H
(fl fQ ffl
> > >
i i i
01 01 0)
kj u u

aP * <*
in -4 o
§,§,§.
a, a, a,

o o o
O in in
m -4
fl
J>
|
01
M *
Oi
o»> V}
m o
en 73
5j
a,

O
5




=





CX






0)
2
01
M
C
01
m
x a 2 ! x a 2




















••
i-t
•a \
01 OI
v) kj e
nj m co -H
C "1 CO 3 ^
0) X. (N  JJ
V) i^ ff* O
CJ ^ *\ (H ^H i^H
••^ V| • ^ x^
jj in o g  0
(/} u-i
S! ~
u
**w ^
jj
•O -H
JS s
hi C
0 0
in -H
0) JJ
H3 rt3
-H
d^ W
CO JJ
3

p^ 01
fl

0 ^ •
01 C C
^ 0 QJ
•Q ^
** U -4
O ifl O
in cj uj
^
CP


o
0




a.





j
03
1


0)
c
• H
T3

N
g
"0)
03
x a 2
M j« M





— l
•H
J^
C
01
03
x a 2
*^
O
' ! 3
j
i^
2
Jl
ii
u

^^
fl
C
o
••4
pH JJ
1 —I
Q T3
x -a
M fl

01 U
0) O
c/l u
"O
Jl
W C
o o
VI -4
01 JJ
•a a
•H
0P V4
CN JJ
3

^ 01
rfl
> >1
0 ^3 *
g J-1
01 e z
u o 01
J3 >
0) Vj — i
4J (Q 0
01 O l/J
pH
Sr*
§4j
U •*
O M- 3
^
0^
3

O
O
>-<



a





_3
03

T3
O
1^

J
•H
0
N
C
01
03
x a 2
M
J -H
— •• jj
J
jO
u
w

^
(0
c
0

 CO
0 -H
g • •
41 O >
k4 JJ
« **H
9» • U
f4 O fQ
• c a.
•H 0 
-------
^  j2 a
    u  w
        y
    •o .^.
    41 jj
    JJ  rt5
    fl  S
    >  O
    •H  W
 I

U
Lj
0>
(X











































•^
'Q
M
..
C/J
vu
0
C
0
-H
JJ
.~
y
en
4)
Q


j




















Cfl
vW
c
41


0
U




>,
•o
3
jj
W

U-l
0
in

_4
3
in
2





jj
c
4)
3 •

iw fl
)-H O
13
4>
jj 01
cn CU
aj >•
3 e-
>,u
||
W 6-


3

"*
fl
y
• H
5
2
u

.13 .
0
T

^4
0 _ "!•-«
y .- jj £
C 4) 41
JJ -H 1- JS
< s a y
C 4) •-<
g 0 en en a>
S. ••« 3 fl 0
a, jj  3 41 E
4) «H TJ E 4)
Jj .H U-l D Jj JJ
c JT u-i jj t) en
41 y 41 <
3 itj > U 01
lu CJ Ol JJ 41—1
14.4 Q .^ y ^ fl
u &•• 3: ITJ a, y
s
a,
a.

o
o o
o p
vO f«



M


a:


"O
41
^j y}
rtj CJ
C •-(
*4 jj
W TJ
o s -
~> o

D <
i r-
X Q — »
JJ 1
= 0
1 i
1 »rt ( ^
jj 'Ji

a --t
; 3 J
















^
JjJ
•H
U
ftj
a
HJ
y

c
5
w
TJ
y
1
x
?

r^
en


— i
X
o>
e
^



a.


-
41
C
41
N
^
Jl
0
w
r—4
_^T
u
1 33
X 3 -»
«H
vw O

41 0] S
X 41
o"e «
jj ^ in
C ^jO
01 • -H
e o *
jj y
^ S •**
41 0 C7*
W w o
C* t4d »4











c
0

JJ
y
3
T3
4)
W
0*
O
in










O


U
i."
41
C
41
N
.~
1 ..
0

0
^
u
/ en
x a -.
















1

HJ
U

^
\f)
,
O

*

»"H
>
g
{JJ
a>
•* C/)
in o
C71 T3

e

cu

5
TT



3


at
4)
C
4>
N
C
4>
0

0
J=























C
0

«j
a
u
0
TJ

S •
—
— ' -J ' ,
3 -( 1 ~i
•Jl
C'
u

^
s
0
•H
'-4 JJ
1 -H
a t3
X 13
HH fl

4) W
41 0

JJ
u e
o o
tn -H
0) JJ

•H
<*> 1-1
CD JJ
3

-^ 41
ifl
0 J? •
E JJ
4> C C
* 8 «
\ JJ J rq *0
O> -H ; -j y M
s y ,-i
as z, e js

C3 ^
~« y



s

a
•^



a.


M

0)
1 C
 z
1 O
X Q 
2 !
^
U
W

(0
C
0
-H Jj
1 -~i
Q t3
X T3


41 U
4) O
C/5 M4
4
W C
0 0
en •-(
41 jj
*O 'O
•H
d^ V4
in jj
3

^ 4)
fl

£ jj
41 C C

4) ^ -I
4J fl 0
41 y en
a. e —
S 0 JJ
0 W •-»
0 -« 3
^
\
CP
^

o
o
1^



a,
















|

fl
y

of
in
.
o

«

f-4
fl
|
4>
41
*> «1
ul 0
&* 13

E
a
a.

S
T



3
i

£Q


1
0
Vj
o
^ 41
J— C
c. y 41
0)
£

CJ
1 (N
X O fN
a c
1 41
0 J3
X Q (N

a


i
0
^4
0
^ 4)
» £•
y D
— 1 M
Q -
1 4)
0 -O
X Q 
-------



























^^
X
kH
••••r

C

^3 fcj M CJ
0 -o
C 41
0 JJ 41
•H M a
JJ «S >i
Of 36 &-


u >.°
co -o ii
4) 3 CU
Q JJ >»



jQ
.





r"



ITJ .
0
z

o
fN


W
^J
3
01
„,
TJ
C
0
. «H
4j
1 -H
Q -0
X T3
M ITJ

41 Ll
4) 0
t/J VM



1
4J JJ
T3 C
4)

m JQ r*
-t 0
c v)

r^ CJ JJ
ITJ Ll JJ
> ITJ -H
o y »

4J £ C
Li • -«
4) *J^ *J
JJ ITJ
1) T3 -H
.^ OI Li
Q.J3 JJ

§ 0 •-<
U 




















C
jS
ITJ
y

^
m
•
o

JJ
ITJ

— 1
ITJ


01
w 4!
a* «
m o
C^ 'O
a
0.
v£)
^


3




a



i
0
Li
O
~« n
JS C
y oi
•H N
a c
1 D
£ J2
vO
x a ^

q.
vO



_ i i
S 0
u ..<
C u
0> 10 £
X 41

O £ to
>
JJ \£ 10
3 . -H
£ O TJ
jj y
ITJ £ '*H
Li Ll O
f, lU rt















r~4
u


41
Ll
»•
O
vjp






a




a
cJ

i
0

0

j^
y 41
H C
a 4i
1 N
•T C
» 01

. r-
' fM
X O

o
rsj


•si
-i
•3
Ll
^
2

0
-H
" JJ
1 -H
Q T3
X T3
M fl

4) W
41 0
C/5 «w


C
T3 0
JS3
Ll ITJ
0 -H
(0 Ll
D jj
T3 3

a* U
 0 41
0 £ >
£ Li ^*
01 fl 0
Li U (0
o* £ £
o S jj
O Ll -H
^^ *W ^
rH
a<
3
o
o
^


a.




j
CQ



|
0
Ll
0
r* OI
or c
y 01
H .-a.
a c
1 U
a u
, CO
1 I-M
x a
h^
t
/— V
^


!

















C
o
^2
Ll
ITJ
y

00
in
•
o

4J
13

rH
ITJ
0
£
CJ
ki •
(U
o^ (0
u*i 0
^ ^
£
a
a
vO
**"


-,




Qi



1
O
LI
O
~( H
— c
U 01
•-* N -•
C C
1 0)
Q> _n
^
x a ^

_
M


















01
y
f^ ^f 3
co c in c^ T3
ITJ X ^ o <-4 x 4 T X CP -H
•H ^ EN cr> P
JJ £ i i
U '»' «—4
C • 0 J3
•H 4) O U Li
* JJ. tfl Li 0
Ll 0 0 TJ (fl
£>»c o *ojjairj
Ll M 3 10 Ll
11 3 — TJ C -H JJ
•CO-OLi OX -H
jj—-3yjj J3cr -H
0 —• '— ' Li -^ Ll £ b
(00 fl -H fl
M u- Q i. U — i






a.




M
i
0
Ll
0

-C U
y c
•H 'H
Q T3
•-^
A ^a-
p^ C '
* dJ
m A

x i 0
i-i


xO


_^
«j
5 3 C
— • D
-* T3 £
-t 1) 4J
M TJ 01
4) M
• Ll *J
-H JJ
TJ U
en to ^
-H -H •
o fl ja LI
o •-* o VI
ILI
4» •
C -H
•H £

J3 in
n( CD
0.
C
n .^j
tN
~ TJ .
4) u
-* > E
fl 4) -H
> •-< JJ
§f*
y ^
41 fl y
Li fl
*» JJ* C
•* c o
o 41 y
•a
a
o
CO
1*1


=




u
a
i'
• P-4
^H
• ^
c ^
TJ 0)
»-» C

— -o

01 -t
£ >.
— t X
Q —

x a £
h-t


^^
•B
SU
3
"•
jj
0
^y





















1










































E-145

-------
T3
01
3
C
C
0
Cd
i

























X
>H
•"•^

c
o ~»
.a a
Li — '
TJ
CJ u)
o
TJ •-*
11 jj
AJ TJ
U £
> Q
••H L>
JJ <
< ..
rocess:
f ication
O4 '-I
W
C t/J
O TJ
-*^ ,—4
JJ CJ
TJ
Ll .-i
JJ U
C U
0) — t
U E
C 01
O J2
CJ CJ














UJ
1)
IX














C/)
j__i
e
o>
8



^
TJ
3
tn
W4
**4


tn
L^


VI
Jp
&




Study
nfluent 1
har.
*4 >^( f)
0 t3
C 1)
O JJ 01
•S in a,
JJ TJ >,
2. s e-
••<
U X"
tO TJ 4)
•u 3 a,
(3 ^^ ?^
CO H

J3
-H
(8
U
-*4
£

£
CJ

TJ .
0
Z
O j C , -" i-i ,^r : C i O in ,' tfi | o f

j
i —
n
, . ; . o '
ill V) ;
H li
C i ^
U
cr
u
Li

x
— t
— i
TJ
S
Ll
J
01
Jj — 1
0 £>
Z TJ
C
J8
k<
TJ
u
of
m
t
o

4J
tT3

^
nj
§
g
u
01
oO U]
m o
 TJ
!




3





a:


i
O
4J
.^
C 01
•H C
a n
1 3

* 0
CN JJ
1)
3"*
OJ
Ll

X
^4
—4
TJ
B
Li
J
JJ — i
0 J
2 TJ
j--
1.
ki
TJ
O
*>
in
•
o

,*J
TJ

•^


X C m
"*
>,
_~
•J
a
1 «T
x a f
Li

•—4
TJ
C
o
•H
fN jj
1 -H
Q T!
X T3
M ITJ
01 Li
01 0
CO u-i


£ £
CL 5^
a \

N
C
01
J2
,—)
X "
^ -
— J
a
i in
X Q i-i
1^1 HH
D — (
-3 -a
rH
UJ CJ
U 01 •
01 t/3 £
X 4)

cPe w
>»
JJ & Ul
C ^p
4) • -*
EOT!
3 CJ
(OS--*
41 0 CT1
Ll Ll Q
f-l IW -H












i^
TJ
O

4)
Ll
<*>
O
m





a




a

b.

OJ
aJ
N
c

J3
rH . . ^
^x
^^
jj
w
| i^Q
X Q f-l


->" -: ,3
^ ' zi * .5
3 ^3 • JJ













i

o

m
o

^j
TJ

^4
TJ

0
01
Ll

of
• Ul
•V 0
CD TJ
1
in
,— i




3





a


4)
c
N
e
o>

i-pl-.
5s
^|
^j
u
73

^











I
!M
ITJ
O
4*
Ul
.
c:

iJ
us

F-4
TJ

g
4'
L<
41
a* Ul
in o
ON TJ
I
i— i




a





x»



\
0
Ll
0
-i 01
— • H
CJ 41
TJ M
X Z
01 U
«—t
TJ
C
0
•H
CM JJ
1 -H
§1
41 Ll
41 0
in «w

g
&
C X^
fl* O^
r"* r**
**Q ^O
i— 1 I-H *
* ^t
.. O JJ

TJ . CJ
> • TJ

S C TJ
41 0 O
U CJ

* -1 2
1-1 TJ J
• C Li
n -^ TJ
00 «-. 0
1
a
o
o
0




a.





H*4


41
0
c

3
3*
0
VI ' C
11


_4
TJ
c
0
• H
(N JJ
1 •-.
Q TJ
X TJ
M TJ
41 Ll
4) 0
CO <4-l
rtJ
C C
••H Q
U«4 ^
U
s m
s- u
Cu

^* ^
rO \
g
•* ^
»— 4
fl m
> 0\
o <-•
1) O X
Ll JJ
« "^
of • U
\0 O TJ
• c a
^Q 0 *Q

-------
-*   2 o

5   ^
£   « 01
Z   u o
»   5
H

U
































1
JV
CO
o
c
o
•H
a,
-H
U
2











ID
4J
e
4)
§
«s




f
J
14
UJ
O


*f
U)
c?
U4


4)
3 •
i"t hi
iHc?
•0
4>
sS
X E-
>,o
11


J3




u
I
*G
u

 cn

OI

a>
«*> ui
in o
0^ ^3
I
a.
vO
rH

3


*

0)
4)
N
C
JS
o
hi
JJ '
.»4
Z
I «f»
X Q v
1-1
in m CM i — •

n -> --N
i <— «
•j)
^
3
yi
u
w
HJ
c
0
(N 2
1 •-*
a -a
X -D
H^ fl
41 hi
01 0
C/J <«
^
*0
•-» C
Q, 10
Oi U

^ g
v£ 0*
 V
0 *
41 0 >.
* *H
* • U
en y iO
ro o *0
r* y y
E
04
o
o
0
rH

a


M


4)
1
1— t
^
<0
a.
1 \0
X Q *J1
Jl 1 =
^ 1 . -~
2 a j
75
0)
w
v
c
0

hi M
• -H
tf . y
*: S l
^ 0 *0
v y y
1
a.
o
o
o

a


M



C
•H
T3
•H
^1
^
&
1 f-
x a*
£ O C
_
H
-i—O 0
4J _ y( ^CJ
JJ flj -H
y 3 us
TJ y
*J (U •-
C U) £
0 0 Oi

y
• c
h, o «
.c .a 01
u s
^- (0 ••*
(N y 4J



2 i
0)

^4 *
« •» y
^ *^ c>
§CO 0
y
01 •
hi • —1
(y nj
«• c c
vO 0 -H
ao y ,
a
1 00
X Q *













C
0
JJ
a<
hi
U)
T3
fl
X 4J*
en *H
g °
o a,

c
01
^
JJ
W















' t
























i cN
X Q ^1
M M W IH |
     ..  o
     at -H
     M 4J
     41  
-------

^
U
3
e
jj
0
^0
^
1
3
cQ
2
e-














e
5§
5 «
•o •-*
0) -hi
JJ fl
fl E
> 0
'jj <
O
c
•• o
 jj

g
o
u




•0
JJ
CO
U-l
0

cn

r-f
3
01
01
IX






u
C
0)
3 •
*H hi
VH fl
C -C
M CJ
13
OI
4J J
(fl a
fl >
2 6-
>,o
"a S.
• I ^
*• ^*
Cfl fr«


j

fl
u
"^
S
4J
J«
U

3 .
3
.n

fl
^
0
^
*J
•—4
^
T3
fl

k4
0
IM

(N t
Q 2
3
OI Cfl
1) 11
CO hi

^•4
fl
C C
•H 2
*w jQ
£ fl
a u
a
«• §<
v N.
S
•* ^
fH
(^ ^
> ^
i ^
1) O >»
M AJ
•* *H
«* • 0
CO U fl
• c a
CO 0 fl
CO U CJ

e
0
CO
i-4


0.



M






0>
c
4)

s,,
4J
to
I O
x a in
M
' ~J




** w
1) 0 =
£ "-^ C
•- < O
JJ 01
fl — 1
JJ 3 fl
U O

•u w e
c o v
0 t3 £
o u
c
-C 2 D
w E
^ fl •-«
CN O JJ











1— 1 r-H — 4
fl fl fl
go o
C 5
01 4> 0>
hi hi hi

of of of
r* <~> in
cn cn m

a a a
o o o
O O CN
(N —I


(S-



M






0<
c

^4
^
JJ
w
1 rH
x a m
m

aj
^j
«4
3

0)
M

—4
fl
C
0
••^
(N JJ
1 -^
O T3
X TJ
*-* i^J

41 hi
01 0
cn «-i

,^4
fl
C
(I, ^
al
a fl
u
*r S
u^
- >
-< e
fl O>
3>
i 2
01 • >
hi O 4J
•H
rt» . 0
n • (Q
. c a
m o fl
01 o u
S
a
a
o
o
0
I—I


0.



M

Oi
'O

X
o
01
c
Ot
1.4
^
J_l
to
1 (N
x a in
, j

^
^
-• ^
"^ 3 —
D ^
'*• "^ S
** CJ *^
•^ «J TJ
a .-o ^
'A V u
M .J

fl 01
;ji v) — *

o fl la hi
O -H G U
O h. £ -i
* (JJ •«-«
O -u < fl
LH ^n cu w

01
^H -^ •
fl f* 41
^ ^J £
0 fl — i
g •>->
oi -u
hi C JJ
4) u
•» 3 fl
CO -I JJ

^ *44 0
(^  in
0 O
41 O >.

* 'H
<* • o
CN U fl
• c a
CTl O fl
r- U 0

£
a
s
n


04



M






4) • •
21
4)
3

O

1 «T
x Q in
M
0























c
fl
0
Hf
in
o"

^J
fl

,— i
fl
0
S
4)

«J
o« 71
cn o
r- "3

a
r-
r->


3



cc






'41
C'
0)
3

"o
^
i in
X Q m
t-i
^























^
fl
C
•H e
a fl
a u
_
v 5
cr<

^ cn
fl S

c ^* !>•*
01 -U
W - -»4
• O
9* O fl
cn c a
cn Q fl
A o y

^V
m
^ Q,


_



M





0)
G
01
gj
a
fl
X
0
&-
1 V^
x a m
hH
O

^
-J

-^
^
U
,

•^
fl
c
0
•H

1 ••*
2 T3
X T3
i-. fl

01 hi
4) 0
W «-!

e
o c
•H 0
jj •-<
a JJ
w fl
o -^
VI hi

•O ?
0 4)
C

**  0 4»
5 J >

oi fl o
W U (A

o* S J=
O 0 4J
o w •-«
i-l *4 3
— 1
CP
3.
o
0
-*


04


J
«
CO
4J
c
01
1 N
•H C
6* ^
1 0

^ O

. j£
>-t U
i r>
X a in
j— i
^


— 1

W "^
— J^
-H
'— ' 'J

0) VI 2
\ ijj
l^j no ^j
0 S ai

^J \^Q y)
£• ^^
4) • -H
£ 0 fl
JJ U
fl S ••*
01 o cn
hi w o









•
S
0

o
3
•o
01
hi

yf
O







o


u

0."
0)
c
0)
1 N
•H C
E- J2
1 0

» 0
CN FH

-4 0
1 CO
x a m
M
o
-




—

•—















c
1
fl
o
0^
in
o

iJ
fl

,^
2
0

01

01
(** W
in o
cn T3

1
a
5
v


3



QJ

01
c
01
1 N
•H C
E* .2
i 0

- 0
CN r-4
• —
«-» o
i cn
X a m









*



























































E-146

-------
•o
01
3
JJ
C
o
u
lid
u


























i—*
X
"H
-^

|s
fl
O <"
y
*n -H
U JJ
jj fl
fl E
> 0
u <
u
< s
in -°
in jJ
01 fl
y y
o •**
^. ^j
a •-*
c u
O fl
•H p-l
JJ U
fl
kg — i
JJ fl
c y
0) •-(
o e
C 01
O J=
U 0


























































>l
T3
3
jJ
to

M-4

c
0

JJ
a,
•**
kg
u
(0
rt)
Q



^










t


c;











to

^
t?
i
3






^
*o
3
J**
CO

o
JJ
^"-
3
s/)
01
a





jj
c
01
3 •
^H kg
 a,
fl ^*
2 f-


^^
•O 0>
3 a,
jj >,
W fr4


I
^g)
fl
u

E
01

o


•
0
Z
^
~

T3 o •> —
1) -~t 3 ~

3 -3 J *-
Li U -
0 i J3 4)
0 C JJ
m 41 3) 0
Oi -H O,
^ 0) £i
kg kg —I C
O 01 0
ui i-> in ••+
fl fl o  0 CD
fl 


a
a.
CO
o
i— i




^





^
«t
Q.

0
u <-.
•H Z
c e
•H ~»
kg
f- 01
1 C
vO 0)
- 3

- 0
fN *J
1 o

1-1
^
C
o

— 2 C
fl - 6- -1
•- « X
— i g T3
M « ' *J
01 U J
1- kg C 3
« 3J 0 T3
**g ^ 0 0&
DO U
U Cg
a. -a 2 >
01 f. JJ
•H W A 1 U
O fl
f.  01 -C O,
1 C JJ
v£ 0) Q M
-3 C
T -H TJ O
• 0 - -i
CM JJ fl JJ
1 — ,
X Q ^
1-1


"J
>,
*j 3
•-. -j
— H
H 73 '
y i) -.

l*g fl CT1
E
£ •-( 0
^. JJ O
(Ji -i E S £

coocorJinrr 03 *j2£ oa.
OOO ^S uj D — I -^
as •• "3 fl 3 Cj
f-xxf.fr.xf.xu yaif-x^OE
f.aKfr>s*>ae-is ; z — c s- 2 i, i- &.
. 2 ^ >• fl
— f- c





















» i
X* tJ JJ •-* —
•• q c o> c x
w 2 fl § fl s

Of 01 O * kg JJ ^•*
JJ JJ C "- JJ 0)
rtj ._<.,-• ^, oi JJ 0)
3 c E >. jj c:
oi o fl i- o o -"i
JJ -, kg JJ -> C S
tfl y--jj-o> y D'^ '"
fl >. — i f< >• ** kg
3 CJ" 2 — y >• JJ



-=
«
_ —
53 =
•^ U
— ~p £

— — fl
M -3 Ot
1) kj
• U -J
— JJ
•3 5)
CT* V) »^
*-^ -H *
O *TJ ^3 U
O -^ 0 U
o u e ^
- OJ -.
O 4J 4J iT3
\f) fQ CU IM
fN £ U 4J


j3
a
•H
i-M *
• t3 ty
0 01 E
> -4
01 JJ

-Z JJ
— i y y
> -u
c ~ c
e JJ 0
oi = y
W 0)
3 •
a* r* C
O^ *J^ -H
« '1 J ff
0> 0)
A C '
A •-( 00


j3
a.
a,
o
^
^




S





o
*
&










-------
0)
I
 I
a


3

















_ ,
X
M
,^,

C
o

t^
,g
1)







CO
C
cu

E
a






>*
*u
2
C/3

U^
0
u Si 2
13 H ^
CU
jj to
fl >"

•H •—
JJ 4-
CJ fc

.,
c
•• 0
CO — <
CO J->
CU H}
u u
0 •-•
0. -H
c en
O TJ
£ u
f^
U — (
U TJ
C U
CU -H
0 E
C 01
O J=
CJ U













3
in
cu






^
H e
•O cu
3 3 •
C/J "*•! (0
C .C
UJ M O
0 TJ
C CU
0 *•> 0)
•H W Q,
4J i
a, s e-
•H

O >u
10 •n ai
CU 3 CU
a *j >i



jQ
*H
y
•H
a
01
•C
^


0
z
3 C ui














U
tj
o

of
in
.
0

u
TJ

"fl
>
O •
E cu
cu en
* 0
'O
*0
o c
0 0
~« £
1
cu 'o
>-i 0)

0 0
z a


D





a


0
14
0 ~
jC >i
u a.
l 0
IN W4 W
*•* a «u
co 0 Si
••4 CO JJ
CD -H &3
^ 3
1 w J 0
"fl "3 Jl









3 —
0) 3
cn z
0
•0 0
u
£« T3
0 >
J3 ^
| Ll V)
1 "3 CU
O S












j_(
ID
>
0
5
01
in

0*
O
in

j3
a,
a
rr
c^


3





(X


U
1 01
ac
1-uJ
cu
r^
^^«
O-l
^^^,
uu:
-UJ
ca a>
E -3 i O> i i « « i
CPLlCU U C 0 T 73 CU 0) L|tn fHVM
*\» 0 CO • TJ 'H CO 1 A CU 1 OS iJ J3 0) J-J 1 00
£i/?flijo!na5-oic>>< c oi>v>o>iy
CTi'QCUf TJ-^Vl^CUO'^ •OITS^OIV^iU »* E
CTvrfIUCn^4)'t3'D ^ScT^'OCC'HCT^J^CXOCOOM
n y -"H V W M **H *3 TJO03CO 3CDO)
o ecu O3yco»-cn . js -^ a, o — t£^«-icoij:
• • •-( 5 i o T3 •• cucnQcncncuO «»cu *^ c ^o 0
^ O W cfl o *J »~< fr ^OLiyujEcoCtf'^ *^* co
— -^ JJ TJ W «J TJ -H UJ 0 0 0) -H 0 1 iJQJJOOQ.iJ'O'H
 Oj c cj 3 w c en *yTjo)£s'0^^1' *JO^*toO3fl
Oit53CU001O^CO »~^ 0 T3 O 3 T3 *O O •
£ CJ 0 ^ CL *O *H 0 01 TJ ^ *** w -ij *M S a) 'O 1 0 TJ O *^ ^i
0) M^OSLlJJ 'O COC
u c SOO^ts^'C oi oiy33Tj'O'OQicU''<
0 ^i y ^ w cu -C en o ^ • ^ to ^ --^ o o cy cu w y
a^ J3 ^j ^2 en 0 *J CU CU Q ^ V5 TJ AJ iJ *Q n, IM >« XJ LI to 0 T5
Oti--«
4J
3 	 - • -•
03
1 -< 1 
-------
0>
3
0
y
 Ll
 fl ~»
CJ U


•o
 o>  tn-
JJ  Ll
 fl  CU
        c
     ••  o
     
     C  UJ
     O  fl

    JJ  CJ
     fl
     Ll  -H
    JJ  fl
     c  y

     y  E
     3  cu

    35

































>
3
4J
CO

•
3
W
^a
O
CO

3
.y
13 01
3 a
•u >•
CO &«

.a






y
•H
S

u

fl .

0
u,
un 'in i ui ^ '• ' ''
n r-i | ^ — \ ~r ^ — _.
ai yi
*J

3
11
ij
*•»

3
li
Li
-* -*
fl
C
o
f*^ ^
1 -H
U T3
X T3
M fl
01 I*
01 0
CO <*4



£
CT>

a»
o
• •
0 >,
JJ
>-i o
TJ rQ
^ c^
E CJ
CU
M C

O ^
O «J
^ y
Q.
CD
o
o



a.



M

i w
8 J
'o w
0 >->

— C.
y o

a a.
i
X W T
fl
C
0
•H
1 -H
&J TJ
X T3
1-1 fl
01 W
01 0
CO *J
fl
c
•-* c
IM O
s "2
Q0 flj
a, y
£ §>
^H "V,.
s
.. a>
"fl >JP
> UJ
2 *"*
01 O >
. — i
of • 0
r- u fl
• s a
CN O fl
eo y y
1
CU
0
o
o



a,



M

i
o w
0) C 01
C 0 JT
0) Z 4J
** u
>« -H
jc o )™^
*J U >,
01 >i *J
.-< ^* 3
a o -a
!
x a m
yi y) w yi ' yi i -.1 ' yi ; .: 5
— j , — J
— • i — '
3 , 3
i
Li

fl
C
o
•H
1 -H
M -O
X -D
1-1 fl
0) Ll
CU 0
CO "*••
fl
c
•H C
Ifcl ^g
s ^
Q,, (fl
a, y
o e
in x
..ft
"fl r^
> CO
g o
CO O >
• -H
o* • y
y3 y fl
• c a
fl 0 *0
v y y
I
o
r^
o



0.



M

1
0 >i
CU C CU
C Q S,
cu £ ^
— i U
X r"4
JT 0 ~t
iJ U >,
0) >. £
•H i— * 4J
Q w 0)
i)
M

fl
c
0
1 ••*
U -3
X -0
HI fl
CU U
CU 0
CO «*4
fl
c
•-« c

S M
CU fl
a a
(^ S
-_ ••
o ^
CO X^
.. 01
•H
fl OI
> 01
0 -H
CU O >i
• -H
* . y
^ g a
CTl 0 fl
vo o y
1
0
o
o



a,



M


1
•H
X ^
X 0
o y .,
— j — i
u en
w "^ i * ' -* , — J —

3 ; 3 3 '3 3 ' 3 -j
iJ
ii ' ii ii i I! ' -J ~
Ll Li
i— "^ ' -^
fl
^
0
1 — «
w -o
X TJ
M fl
0) Ll
0) 0
co *•>
fl
c
•H C

E LH
Cu fl
0, U
r* E
^* ^v
s
a •
« 'H
*• • y
cr> y fl
• C Oi
in o fl
m o y
a
a
0
o
o



a,



M

1
0 M
C • y >.
JZ Si *J
^J i^ 3
W U ^3
1 ' 1 1
X ^tj \o
x ia r~
HI
X U CO
«*
Ll L| « -J
=1 '
fl fl
e
0
1 •->
M t3
X -0
M fl
01 L,
01 0
CO <*4

r-4
fl C

UH Li
fl
s y
CU
a E
a<

o "s
.» 01
rH ^O
fl O
0 O >»
CU - "4
Ll . U
y fl
If C Cu
^ 0 fl
01 o y
1
(N
CM
O



Oi



M

1
0 w
C 01
CU Z -U
C Cd
0) -H
rH 0 "^
x y ->
j= >. j=.
U >^ *-*
U O 01
1
x u en
h-t
g
0
•H
1 -H
X TJ
M fl
CU >-i
01 0
CO 1J-i
^-1
fl
c
•H C

S ii
CU fl
Cu y

01 X
•« cn
fl rsi
> O-l
i ~ .
CU O >,
• -H
w> • U
CO 'J fl
• c a,
m o fl
vo u y
Cu
O
o
o



a.



M

1
o u
C CD
0 JZ
CU Z *J
C IjJ 01
0) -H JJ
^ 0 -^ fl
> U > iJ
j: >• x, ou
«J ^ ±J CJ
U CJ 0) <
1 O
X U -H
M
fl
-"
0
•H
1 — *
U "O
X -0
M fl
01 Ll
cu 0
CO <«
t-t
fl
c
— I C
** 2
Cu fl
Cu U
CM §1
I~H >v
-ft
rH
fl O

i '"'
vox
- — H
*» • y
<-< y fl
• c a
(~ 0 fl
cs y y
1

in
f^



a.



M

1
C 01
cu ^ 5
C Cd
0) *H
^H 0 -•
>, y >.
J= >» X
JJ ^H CU
u cj si
\ >->
x a -^
M

•3

0
•H
M -U
X TJ
I— i fl
01 Li
 CN
0 0
01 O >.
» -H
so • U
m o fl
• c a,
01 0 fl
** y u
1
Cu
^T
 U J5
jJ -^ CU
U U E
1 ,
01 • -^
w • y
y fl
* c a,
O 0 fl
a> y y
1
(*>
^
o



p.



M



a
0
Ll Li
Cu 01
0 JS
(A JJ
M U
1 01
X U -i
M
                                                            E-152

-------
•o
 41
 3
 C
•H
JJ

 O
 U
U
u

I























^**
X
^

c
0 cT
fl
** "«^
tj
in
C
^ 0
TJ *£
.I ^
** r j
? C
* rH
3 *
y***

•*
e
U) •*
en AJ
v «
8-2
LJ jj^
M **"•
C «I
O iO
"4 r-t
*J O
10

4J It)
e o
01 -H
u E
C 41
O JS
U 0















•u!
41
K











V)

QJ
i
o
u






^,
•O
5
CO
>w
0

M
— I
3

4)
K






>4 c
•O 41
3 3 •
CO <*-i nj


C 4)
0 •!-> 4>
•H w a,
4J * >.
a 3 o
•rt

u >.u
W T3 4)
ft) 3 O,
a -w >«
01 H



j3
•••H
10
u
g
01

u

10 .
o
z
— H
O >X> O O 'vi —
!N ' T> «T 1 ?N i ji ^j ^
1 i —
1 JJ
0 C
^ O 4)
10 jj 3
g; *H




T3 »
u
4) W <0
u e -a
3 0 C
*J .fl 0
X U U
•H fl 4)
£ O W
*J C
10 -H
»
Q ^4 0^ O *O
\ 0 X 4) C
)t (Jl -H (0
*•» E t3 >^
>  T3 X 0
a c c -H y

3 Q< (Q •
4) -* S - -i
> iO J2 0 C -H C
•H 3 Qi U -M 0)
*J ^ C^ U^ 3
cu *H oi vo r^ ^^
U MO M 1/1 CO <«•<
O 41 O 3 • • «••
to w ** a 
1
4) T3
U 4)
.U
•U Ul
0 0
z a

z
a w -
c/n




M


1
0
}4
o
rH
j= 41
U C
0 fl
g Si
0 ^
•u 41 •
a) £
i _<
x a.
M










•a
41
j3
W
0
en
•o
4)
^)

0
4J
•o
4)
4J
U
0
a
4)
a








=>





a:






i
H 1 4)
"O O C
0 W TJ
SOX
0 — i -u
k* i 4)
co u e






•
V)
^* Jj
^ fH
1 3
Cb cn
X 41
Ht M
41 1H
0) O
CO «-i






















j3
a
0.
 ~ — j
3 T3 . oi y -• r — a i -
i 01 g TJ J= iO
O T3 C 1 O
0 3 0 - D
'"> rH U kl >t3 »^ 0>
O 4) 4> — i > C
J3 C O JS k- £ 0
W — t (0 •U 0 -U -U
0 1 4) -H o» 4) •
cojjoi'^^rSyoi
•U C C >i O 10 C
W 41 <0 JS -JO
^H^^CO)CC'OO>
•H O 41 — • 41 O -H y
Cbwa-a-iiJiMin
jj
c
41
| ^, ^
41 J3 ^
•O 0
C CO
*• 0
O J3 JS
(0 -M
•• y 3
•-t
iO S C
> O 0
0 W -I
£ i« JJ
01 it)
iw -0 ••*
4) U
* J3 JJ
O M 3
0 0 -<
^ 0) 01
_Q
a
2,

O
O
"•


a.



• •-« 4J i — 0
i a, -o — - '->
i ai ci -i ti ' ~











a
*o
41
o
V,
0

jj
C
OI
3 JJ
^H y
VM 10
IM AJ
41 e
0
c y
.,4
c
MM IM^










^
— 0

"*X. ""^ 3^
X X-X,
— O 0^
— £
jj y &
•H S vfl
y o •
10 y TT
a.
4) S | iO -* W
y in
01 •
vW GO
01
t3 i^ •
4J CU
JJ «J g
0 «- — (
Z it) 4J
j
a
a

"7
-•


z




(J

o<



1
0
rf4
j;
c y
0 flJ
J3 1- 01
y to 10
3 3
01 -a
> •-( -3
— en a,
JJ 0> ^4'
2. u
U O
0 JJ C
CO iO ^
1
0) T3
U 0)
jj
JJ W
0 0
z a


a.




i
M




1
0
_4
r^
c y
0 -3
J3 ^ C
•n -> T; w jj -c
iO 4) •-(
a £- w
.-3 0) •-«
U £- u
IfN Ifl)!^1 'iTI IvOlp^
X i.
*-•
X Cb IX Cb
HH h-
X Cb
H-t
X Cb IX Cu
1-
                                          E-153

-------
TJ
 •«•!
u 6
C 0
56














•
V
at










CO
JJ
e
0)


-P
^*






>,
"2
3
l|
C/J
*M
0

CO
^
3
(0
01
OS






JJ
H c
•o «
3 3 •
JJ iH hi
C/J >M fl
C .C
vu M U
0 -o
C 0)
O JJ 4)
H w a
jj fl ?•»
a z H
H

o >
oi 3 a
Q JJ >
U H



ja
F^
fl
u
e
4)

u

fl •
o

0
in


















.
•o
01
ja
Ll
O
!fl
"O
fl
01
J3

0
jj

tJ
0)
JJ
Ll
0
a
01
X








•3





A

jj
•H
j^
0
1*4
^
C U
0 fl
J3 Ll
Vi JJ
'(fl 01
CJ ^
1 05
X Cb "
M

o
CT


















.
•a
01
g
Ll
O
tn
13
fl
0)
j3

O
jj

•o
0)
JJ
Ll
0
a
0)
K








3





a

01
c
fl
js
aj
01
0
Li
O
^
j;
CJ
1 av
2 ^ i

o
&


















.
-a
0)
jQ
Ll
0
CO
T3
fl
01
ja

0
jj

•a
0)
jj
Ll
0
a
01
CH








3





a


i
^
j3
jj
01
0
Ll
O 0)
~< c
— 01
a -i
i Q
X a, _,

— *
™
i
1 -^
' 0 =
-"00
-a jj 3
.M '"J
T3 u-i
VJP Q) *m
•Q 01
0 fl X
L!
0) (0 fl
Ll C *O
3 O C
jj jQ 0
x L. -a
•^ fl 01
run
<*•! C
-. 0 -H
g » T3
^x •*•• C7^ CO C
X «*^X 0) fl
•^ CJ CJ> •»<
*•* s -a « >.
>^ • 3 01 LJ
JJ U 03 JJ W fl
•H c m to 3 -o
a 0 • JJ c
fl u -H -u x 0
a c -i u
fl — i w 3 g oi
u fl fl o in
3 3 a fl
01 TD g C JJ
> -H ja o c -4 c
•H tn a u -H a
jj v a in 3
a M oi fi v£ *•*
W O LI ffi ro u-
0 JJ O 3 • • •
E JJ
Ll -H
O CJ
x-l fl
o a
IH ^0
0 0
r-t
J= S
U 3
•H
e w •
Q*. «Q CP
a •-< x
•H O>
(N -- 1 S
3

< 01 -I








2





J



s
Ll
0
U-l
0
LI
0
f—t
r*
CJ
1 ^
X j. «

o
'


1




.
en
Tf ^
1 3
Cb o]
X 0>
l-t Ll

0) Ll
01 0
en <
Li
0) Ul fl
w c T:
30 =
JJ .Q O
X Ll CJ
•~ 4 fl a;
S u en
>*j C
^O-i
B * ^3
x ^- cr eo c
X «-iX 01 fl
— cj CF •-*
~- S T3 « >•
> • 3 01 Li
jj cj fN jj LI n]
•H c in «i 3 'O
U 0 • JJ C
fl y f^ 'u x o
a c -H y
•fl —• en 3 6 0)
U fl fl O to
3 2 a fl ' •
01 T3 8 C JJ
> -i ja o c -H c
•^ en a o -r* o>
jj o) a ^ 3
a LI ii v co -H
u o w m co 
-------






















-.
X
""*

£•
i t
^"* en
£ <-> Q
* S;
•-< jj '
xl " U
c ? o
8 .5 £

'H ft «•»
1 °
ai •*
cu c
J •• 0

11 3 Q.
Q XI >,




XI
*4
TJ
y
g
ii

0

6
z
- - !-, '0 -" jj .'<- o
_
*


- ^» ^^ , ^. '
1 ^ ' ~
"3 , -
D • 1 -1 i . . -
•— -3 :- 3 ~ i















TJ
JS
V]
0
en
•o
fl
11
a
0
XI
•o
U
xl
Li
0
a
V
a





3





(Z

1
0
p-l
JS H
u c
O *Q
g j;
0 xi
W D
.a s
•t 0
a u
— ( 01 1)1 —i 0 H i . -
'a « -H "f-s ^ — i i
C/5 D -*4 fl "^ 'xt j
ij ^ W
••* x> O xi
* e
O^ W xl
-H < C
O tJ CU D
0 •-. U g
O W xi
. D jr nj
O xl xi D
m fl -H u
fN g 3 xi
XI
C
U
3 xi
^ y

•n u •
u u
XI XI g
0 .
u
U V) ffl
i- C TJ
3 0 C
xi j3 o
x w y
•H rtj U
Z y c/j
vu C
^ 0 -H
S - -0
X >xi \ 41 fl
^ O C7> -H
— S TJ •
>. • 3 D >.
xi y r^ xi LI w
•H S O W 3 fl
y 0 • xi TJ
TJ y •-> TJ x c
a c •-( o
nj ^H M 3 g y
y TJ TJ o 9i
3 3 a TJ u •
4) TJ E xl
> -I xl 0 C C C
•H w a y •-< -H 41
xi u a 3
a LI 41 T rsi — <
Li O U  "xi
O xl O 3 • • <**
CO TS rH a O O D
1
11 »o
Ll 11
XI
Xl Ll
0 O
z a

2»
a to »
"


•
V)
rr xi
*3* i-H
1 3
a* y)
x u
M Ll

11 Ll
D 0
tO 
"1 C
.C TJ
y — ...
J
i
&
1
H^ »
1
*
1
S i 6 i : i *.
LI
0
r-l
JZ
y
.-4 4)
Ll -w ^ u
0 - 3 ' Z
i—i —i — —
JS — 'i JS — i
0 i -
.-I o '•-• 0
Q c las , . -
U - -,
••-•.• -i (C

1 fl ' -5 ' ' t ' i >.














































^ J2 • f— ^- JC ". — c 4 ^C -— JT

cu - ~, n - j - a - o - n
xa.^-i i x a. ^ , x i. — x i r3 ! x i .^i ' x i, fN
M M | M 1- ] I-. 1-4



E-155

-------
(U
3
icont i
^^
f~4
a
^J
CQ
2
£-
















^4
LI cn
« c
CJ 0
vated
locarl
•H fl
•u S
c
•• o
cn --i
cn u
CU iO
y y
0 •-<
Ll U-l
a. —i
cn
0 TJ
U U
•0
Li — 1
i-l 10
c y
11 .H
u e
- cu
3 JS
CJ CJ











































>
TJ
3
iJ
C/5

U-J
Q
C
0
Jj
a
y
en
D
2




jt








n



.
§
•V
tZ












4_i rQ
£ .C
M CJ
1)
S &
H3 >>
3 £*
>y
T3 4)
3 a,
4J >t
en e*



3
— i
?

e
5
O


3 .
0
z


o
rr









«
U)
TJ. JJ
^* *H
1 3
&4 CO
X (U
M Ll

0) U
01 0
CO <«


















J3

a

(N
•
O


3




J


,
0
Ll
0

JS 0)
y c

r „'
% ^
•^ *U

1 n1
X i. fNJ
M
1

0
01























•
TJ
1 '
0
en
TJ
|Q
JS

0
4J
TJ
0)
Ll
0
a.
cu
£










3




tX





1
cn i
c o o
10 W C
M 0 01
1 £. >
CN y JE
* -H .U
-H a a

1 T
X i 
-3
1)
0^
3

3
2 J

IT) 5
N S
••H -|J
^H TJ
i^ ^y
3 Ll
cr JJ

i^
2 a,
0
<-t cn
b. ITJ
g
O* •U
a y
ITJ
in jj
a c
a 8
(^ 4J
O ITJ
. 01 •
y ft c
C J3 •*
0 u S
y >
CU 09
jj — (
C JS «-


0

TJ
2
'^
i.
•J











3




a£


i
0
Ll
0
^ cu
-r c
U (U
•H r-4
a >
i a,
(N 0
* W
-i a,

1 01
X i (N
H*


1.0
"° ~
2
— * —
x^ ^
~ -j

in o
'J
3 ia

3 "5
4) 3
cn z
0
T: 0
^ u

o ^
•O ±J
LI cn
WC
bXO^iTJ Li >MWCU4J
oicT'^ioJEbcnCM cn3
00 0 TJ C Ll TJ CU ""*"
F-( rO 01 « 0
* * 1^ 0 *W ^* C VI f^ o
O »JW^JjV'Ht/)4)<—t
3 U •-* W -H 'O (0
CUO^QCiOOCUCiO *
io 0 3 cn y • cu
df-iywOTJCU WC
-•ITJ CUCTJ-TJO
• C C > — < 3 UJ-HJJ
^•^ *f>4 rt ^J Q Q ^w (Q O ^
^P (^ ^n >«4 C Q^ 03^ «^»

a.
a



o



j




1-1





0)
t3
01 -H
C Ll
oi o
">. 3 y
js y 2
iJ .^H '•]
U Q -^

l O
^C Jw ^^
1^

E-156

-------
















^^
X
M


C
jjE

* 2
^ U 0
4) .Q
3 ^5 u
C 4)
•H jj ™
= 5 o
8 * fl
r o =
I ^
w
*•
QJ £
*J ** 0
03 OJ •*
< H
*J IQ
C U
0) •*
U S
C 0
O £
0 0











U-l
41
a





V)
S
g
g
o
u






>,
•a
3
in
<*j
0
VI
4J
i-l
3
V)
4)
a





jj
H c
TJ 4)
3 3 •
C £
*fat M CJ
0 -a
C 4)
0 *J 41
— 1 in a.
4J IQ >t
0. 3 H
•H
V4
o >»o
(A *n 4)
4) 9 CL
a 4J >.
o t>

J3
^^
fl
u
§
g
o

03 .
0

i r+\













\ » »
4) 41 M tn 1 *M
'~IQQS4JJ3 4)jJI •— 1 0
tau)4>io
w u j: •4i'a^4)4iuucj«»E
^H dj cC'HcnSj-'Cuo O i-i
0-UMQ03CO (0094)
jnt/5CJ-HQ<0-H£jJ'*JC3 1 £
00)-H4JgCJU} C 0 0 O O JJ
••H Mn4 fQM(JV]EOC004JC (0
fQOEO 1 4^0^00 Q< *H ^j 'H
-•aw-niaJiajs'^oco^
C4» "O OS'OO'OO'
O^ •4J^g4)'^i 0<0 0'*^^
ki -14) 4)033rtJ'O'Oa,4)-H
u'Soflwf''oa.'2>,22u)o*
> >, 01 — i 0 D S --I U U C 4) Q.
^ 0 ^ ^ 3 05 i^ 0 C C *H 3 E -^* *0
A 6CTO>in-IQ,0-HOT3034JO



























i O —
X U. rn C
M 0
^ ^ I
-Q 'J >» ^-^ • C -*-1 .^
^^.Qr^'Ouu ±j
U O fl 1 3 ""*
•H > Z u ro -u 0)
£14 (0 C 03 3 HJ (/I
"-» 0) « — >« 3 4)
e • >i c •-! c c
0 •O'DOOOCT'O
0^ _~, U C J3 fl C J3
^^ O £•< fl) W Qrf JJ 'H W
TjOM-fiuJrOCDifl
Ul-SOOOO)J3U
•H U ^| C C -O
y Q " o ~» -a -H -i
H3 U O J3 • 4) E fl S MO
Oi U O CT1 tT1 JJ > O> (!) AJ •
flSSfl C J3 — < S X ^ C

aw > u -* 3 n o .u u • .a
C ^w 8 1) * 0 ^ *^ £^ O ^* ^4
0 O C7^ *H ^H O &^ *^ ^ £"* (Q
•H ^ ^3 "^x J3 fl W *O 6 -^ SO
•u a) o o 3 o • a) 01 a>--< E o
C^ 4) C^ ^* 'Q ^3 ^^ C M ^n U Qti W E
0>CMn'H SrjCr^flQ'VW^
*QjS ^* W'^nufr* O ^ * d) o *n Q4 wo 'Tj •flOfl 10
u*J ujjoa,<*4uoooy(03^

C E W •-( E
i i tn •-( 3 IQ s >> AJ a,
(0>H4)WiiT]CUlU 0 -H T3 0 d.
3 iTJ AJ 1) AJ 3 0 !fl £ T3 4) AJ O
CMIJ'uOcW'uO **^ W iw Q U4 O
M*J33CJ-H4)£^3Q4CW3ff>


M






HH


4)
TJ
4) -^
C W
4) 0
> £ O
J= U Q
AJ -H U
U Q ~
i "-1
X tu m
E-157


-------
JJ
o
u
Ed
S
2





.





















^^
c i
w tn
a s

•O M
0) "3
JJ U

•-« «
jj x

c
.. o
01 -H
tn jj
4) KJ
u u
0 •-«
o. -N
e to
O *d
•H »-«
JJ U
flj

JJ fl
C U
4) -H
U 6
C 0)
0 £
U CJ













1


































13
jJ
CO
UN

e
0
•H
JJ
a
•H
^4
U
M
3?
U














V)

c



Q
CJ



>,
M
Jj
w

o
U)
*~
3
01
(X




c
0)
3 •
rH U
U- IT)
M O
13
41
cn a,
IT] >1
S E-


i^u
T3 V
*3 fl*
v^J ^
CO 6<



A






^f
id
u
'e
4)
jC
CJ
o
O






















13
JS
^
0
13
IT]
5
0
JJ
4)
w
a
4)
OS





_,






os





0
kl
0
JS 41
U C
t3 (Q
X £
01 JJ ..
33 41
i irt
X b. n
M
0
in
o
^.^ 1
C^l >^Q ^
CO CM O
1
jj
•o '5 c
01 01
- TJ e
-* 4) *>
a  C 0
S H c
4) 13 -H
^ 0) g
JJ
* y m
*^4I •
p. 4J CO
!
o
*"*


s





o

oT





4>
C 0)
41 13
>• W
: o

U J=
X CJ
1 v£
X Ct. ro
M
J^
3
«
01
IN
^
TJ
C
0
 V4
01 0
CO •*•!
1 C
•*N O
1*4 J3
a u
a
^
^H Ns^
f. C7»
* ro
C CO
O -H
•H •
JJ O
U
3 -
•O . .
4) U >i
U C JJ
O -i
<* y y
7\ flj
• -H a
N fl (Q
cn c u
1
o

H


j






M





0)
4) >g
? 'V^
4) M
-< 0
>i —I
^* J«5
3 U
fiu Q
i r*-
X C*4 (^
M
3

«T cn


O



~


£
0
0
_,
T3
C
0
•H
T JJ
1 -H

X -0
M IT]

41 W
41 0
W *<

13 e

U JJ
O fl
tfl -H
01 U
•a jj
3
3 01
~H JJ
m c e
> O 0)
4) ITJ 0
* O (fl

* S .C
O 0 JJ
O U •*
F«H *W 3
4
o
*"*


CM





J
^
CO



1
3
3
— i
h

JJ-'JS •
41- JJ
H 0)
1 00
X U, <*1
M

















13
JS
LI
Q
13
T)
JS
0

13
4)
4J
M
a
(ji
*





s






at


i
IQ
M V
jj e
4) it)

1 JJ
CN 41
~2
» 0
I—I ~* -
^ O
1 ^
X Cu n
hH





.
cn

T -H
1 3
b cn
X 0)
M W

0) U
01 0
CO 1*J
















a,
a
cn
^









j T




1
0
o
^H 0)
CJ 4)
W ^
JJ- jC
41 JJ
H 4)
1 O
X tiu •q-
M

1

















1
U
0
(0
•o

JS
0
JJ
13
01
jj
^4
a

OS












cc




1
o
o
•^ 4)
U 01
It) — 1
VJ >,

4) JJ
6- 01
1 -H
X Ct* TT
M

















13
i

0
cn
IT]
JS
0

13
41
JJ
^
a

*












Q/






*

i 4)
0 C
•O *C
H JJ
wi 41
1 CM
X Cfc, •«•
M
~
^
J

























































                                        E-159

-------
•o
01
3
C
C
O
o























^™*
X
H^


•? — •.
o ^*
•Q >—
*•* en
10 C
^ O
•Q
at ^
us
JJ °
•s Q
' f <
' ITJ
ri ^
<
• *
C
.. o
M -H
en JJ
0) ,
•o
3
JJ
e/3
U.I
0
en
^J
0
U)
0)
XI





H c
TJ 0)
3 3 •
CO UN 0}

0 TJ
C 0)
O -U 4»
H en Q.
JJ fl >»
a s &«
H
M
O >.°
i
eff H



J3

•0
u
0)
U

0
z
t
^
1 JJ
o s
—i 0 *
M
o^ en (is
U C TJ
3 O C
jj j3 o
X L, O
•H HJ 0>
z u en
tji en"
X Ot
-^ ^^ CT1 -H TJ
E M*£ TJ C
X O 3 TJ
X — f^ JJ
*~ • 01 *
>« • oo o» >i
4J CJ (N TJ W v
•^ C C 3 fl
o O en 3 JJ TJ
 •* oi c e c
•H en Q w -M -t oj
JJ 0> O 3 3
Q, tl rNj Q. 05 M i-t
ki . m uj
0 JJ u^ c O -UN;
1
0) TJ
W 0)
JJ
O 0
z a.

s
a to -
C/3



M




1
O
6 «
O C
•H JJ
U 01
£- E
X Du V
i— i
O

i £ 2
tj- rM
-1-31
•^ w 3
"^ ^ 0
0) .3 ul -i
•H 3 ^ i.
TJ -1 —
3 -~
jj tn s jJ
en tn -f c
ig 01
C -t 4J JJ
S 0> .£ w
3 cn 0
•-I fl - T;
C 0)
1 — < Jj
JJ C fl
(t) -H *4
01 IQ 01
W JJ C
JJ C • 0)
0 en cm
u u c 01
o o> a:
0) 0 C
0) JJ "-« •«">
CJ (Q (Q Q^
C ? Si k.
(U — ^
5 ^ ^^ ^
W 0 *9
0 >N

0) 01 0)
c. £ tf)
^
a.
a.

m
in


*



J

OI
c
1 (Q
•*4 JS
M jj
fN (U
I O
— 1 M
- 0
- Si
~H U
1 T]<
X h T
M


- = 5
\ r- '.',
> <~i --
3
4J J^
 0)
a, ai jj
CT> ce tn
O "TO
o . o
0 O O
^* r~4 •
o
f>





O mo
O • in
^™* rn ?N
m — i
-40)X Li C
09rOUQii-4(a C CJ Jj 01 UJ [/) -Q






















... ,.,..-



.
J*'


















.
«3
01
^
t,
o
en
TJ
nj

0)
J3
0
jJ

TJ
01
JJ
ki
0
0.
0)
(X








3



<£

0)
C
1 fl
•H JS
Vj JJ
H 01
1 0
— 1 U
- o
- £
-I U
X Cu T
*™^

^ -
5
—
—
~
2













,
TJ
01

lj
0
(fl
TJ
<0

0)

0
4J

TJ •
0)
jj
lj
0
a,
01








3



a.

0)
c
fO
•-( JS
W JJ
£-• 0)
i 0
* 0
» j;
^ O
1
X h, «T
1
                                         E-160

-------
 S
 2
O
-4   -
U
w]
s



















•"•
X
M
~"

C _^
Q _
M ^t
» in
fl *••
. . t—
u 0
T? "S
" 0
fl 0
> -
'H u
-1 —
CJ
"*•
c
•• o
en jj
01 J c
•u 01
3 3 •
jj *-* b
c/i u-i ia
c .c
0 -a
c v
0 JJ 01
•H tn a
JJ HJ >
a 3 £H
o >,u
CO T3 0>
01 3 a
Q JJ >.
M £->


j3
^
nj
U
•H
i

u

fl .
0
z

- c ' o -

•^ jj ^ f^^
i rO -< -i
VI 01 -H fO



i- -~ Ui
— . -J Q JJ
«J E
• -t < C
O « 0. 01
o •-« w e
O U JJ
- 01 J= rt3
O JJ JJ O>
U"l (fl •-* M
 JJ U- g
O 01 fl — i
S T5 -W
01 JJ
W JO C JJ
a oi u
«0 a 3 fl
v£ i-* jJ
• m ua c
O3 • «-( 0
as o oi o
J3
0.
a

_(
(N

X


o

0,


1
0
u o>
0 C
-H 01
JZ *H -~
y >. u
•H JZ U
tl JJ EH
61 41 ^r
X Cu £
M










T3
01
^Q
14
-O
VI
t3
ITJ

01
j3

0
jj
•o
01
JJ
w
0
a
01
06







3



OS




0
t! 01
0 C
rH O)
jr -»
o >
H JZ
W JJ
5
— J
'"3 | ^™'
i «• J










T3
V
jQ
W
0
V)
^O
"3

01
ja

0
•^
T)
0<
JJ
l^
0
a
o<
at







=



(X



i
o
w
O 1 01
-HOC
JZ IM fl
u o j=
H 3 JJ
U r-< 0)
^ 01 (E-i *j e
1 xj 'en
X Ci. rrlX i. TT
1— 1 >-4
0 1
^^ Jj •
1 •-* 'J)
U, T3 JJ
X T3 =
1-1 (0 0)
=
U M S
1) 0 0
M <« CJ
^j
1 3
01 01
T! > >
-Q —
a» 0
ul C V)
m o
J2 £.
•- li jj.
C fl — »
0 U 3
• H
-ISC
u o o
3 U -H
T3 it< jj
01 1}
1«4 *O — *
01 W
«• JJ, JJ
O U 3
0 0 -H
-H V) 01
jQ
a

o
o


a,


j
»
CQ














































1 1
•H O
k-4 U
E- a
1 0
<*1 i«J
« o 01
CN ^H C
• "JS fl
-H- u a
1 0
hH








. . •« .



                                        E-161

-------
 3
 C
 O
 y
 i
 u
u

I
      c
      0
     A


      fl
     CJ
 ..  o
 <
•o
3
JJ
W)


C
o
•H
Jj
a
•H
Ll
CJ
10
^5

f
.L







(I

J
a:










in
^
41
i
O
O





>,

3
jJ

*44
O

to
.
3
V)
41
K





JJ
C
41
3 •
r-t W
«u fl
C -^
M CJ
-a
4<
JJ D
tn a
Z S-
xu
"O 4)
3 a
JJ 5i
CO t>
i
I
•H
T]
U
•H
g
41
.C
U

0
z
T
^
i U i
i] ^ S ^ *^
I 0 3 « J w,
•O — fl fl • 0
C fl* OJ T3

fl E 41 "X 41 --4
-J > jj -u E u i*
T3 fl — 1 fl C CO)
4)41^41fl34ta
7) U fl U — I U 05
3 JJ O JJ CU 01 41
•H kD k4 g
c *o 31 >* • ^0 a "H
J3 CJ .-4 »-4 QJ O fl
Vi C 0 fl JJ JJ O
CJ>-a-t3JJC2JJ



•
j3
a
a

^T
•
(N
C
0 0
•H JJ
JJ
U 41
3 in
'O fl
41 41
U U
0
0 C
2 M
a a
a a

~4 03
p-i -i



s


0
*
Cb


U
.«4
C
41
tn
n
<
xi -
M
T
J





.
tn
jj
c
-4 O
i S
C5 £ .
X 0

11 0
C/J *4










• •
C C.
0 0
•H -H
JJ JJ
U 'J
3 3
*O 'O
01 41
U u

0 0
Z Z
-Q .a
a a
a a
CM .H
o m



S


U
*
Cu



E
3
•H
V4
fl
O
xi-
I-H
^.
J
1

1
i
1
.
tn
_j
c
-I 41
1 £
0 S
X C
h-t CJ
41 Wi
41 0
VI >4-l

^Q
a -Q
a a
a
CN
r-
(N .
•H
• « • •
C U - U
o c c c
•-» 0 0 O
JJ U -t O
U JJ
3 JJ U JJ
T3 = 3 C
41 41 TJ 41
k-i 3 41 3
— < U -H
d^ (^j nj
C*$ "J^ dO U^
^ 41 vO 41
a a
a a

Ul 03
(N -H



S


CJ
**
u.


e
3
•FJ
E
tJ'
fl
CJ
xi-
1-1
•N
=
5
'j_ —
0
TT 3 CJ
•U O TJ
jj .a i)
tfl fl
•H C
en ^ ul 3
*O 11 "O
3 JJ
^j W
W3 03 £
V) O of
-Q fl O r>-
M 3 H en tn
fl fl Cb fl
M > 3
jj O 13
•-I g D -I
•^ 01 jj fl
Cw w ai >
3 C5
C 4) fl £
•H pi -S 41
7> fl X U
W Wi 01
•^4 01 \ 41
> > 3 CP
fl "3
.C •» 'M
JJ O 
2 (N — i -
a
a
a.
•
o
o



3:


CJ
*
a.


E
3
•H
E
*0 "
fl
CJ
i
X CJ ^
•"*

-=

1
'
1

.
tn
jj
?*
— i 4)
1 £
CJ £
X 0
H^ O
41 U
41 0
CO «•!
^
a
a

o

03
^>

•« •
c y
o c
•H 0
JJ O
y
3 JJ
tJ C
4) 41
U 3
.-4
9)> '4-1
—1 «-l
H
£
0
^4
— T
O
X 0 ^
k-*

C





t
71

2
FH OJ
t e
CJ 2
X O
>-> y
41 U
41 Q
CO u-i
^
a
a

o
.
^0
CN

• % •
s y
0 c
•H 0
jj y
y
3 JJ
•o e
41 4)
U 3
— *
m> u-i
f1* ^4
n 01
a
a
o

• 2
^ - ^ 0
-J — y
— •• •* - ~^
fl 3 0
cj a
-i fi
£ — * C
41 CJ 0

"•J M l-i
CJ fl
jj CJ 1)
tn in g
41 fl U «*
6- 3 £ ~J
fl
>
0 f!
e .
4) O ul r-
a

90




41
tn
0

A
eg oo
o a oo
.3 a o in o
ki •— ' -
fl ^^
CJ
E
a
a

0
o
p-H



o.


M
*
J
T)
"E
3
•H
£
0
W4
j£
U
X O ^
*^
                                                        E-162

-------
TJ
01
3
C
O  ^


TJ  w
4)  -«

ft  4j

>  1)
^  •*  z
    si
    CO JJ
    0)  U
    U vu
    a. •-<
       en
    C  to
    O  fl

    jj CJ
1)





































>
TJ
JJ
CO

>4J
0
C
o

JJ
a
•H
U
o
en
o>
°
.£















ui
c
11


5





>i
TJ
3
CO
.U
0
CO
JJ

3
01
(2





_,_,
C
01
3 •
U-l flj
C JS
i-i U
TJ
0}
JJ 01
(A a

Jt &-
TJ 01
3 0,
JJ >•
}

O
E
0)
•C
CJ

o
S 1 ,1 ;J Sir
1 i) i r' ' ii ; , —
S '•" S -" i i i
. •-> TJ \ " 1 . 5
, •> !,..•» : ' 3












«— 1
>
0 in in
E • •
01 P» r»
X n rr

0*



U
U)
0
TJ
C S 0 0
o a o o
ja a o o
!*»—••
ij mo
U -H























x u^ c
<-> 0
** •* 1
JJ -(
U HJ
it) CJ
JJ -~l
C E
0 0)
o jC r-
U 0
U (N
JM JJ k)
tfl O
^* 01 ^N
IN JJ S<
^
^
C
g
OJ O kO v£ T vj3
OS rt (N ci n

of



V
in
0
TJ
C £ O O O O
c a o o o o
ja a, o vn o o o
M »•• » » •
 0)
K 3
—(
o* Uri
 
a
a
0- -
u
1 0
x o -M
L_l
to
Jj ^
U (TJ
fQ CJ
JJ H
C S
0 3)
U 4Z
'J 
0 T
£
0 O CO O f*) vfl
OS ^ P^ ff\

of



V
 a


O 3 '
C -1
—I UJ
14-1
y o)
c
0 C
CJ .-.

a
a
o
V





X

U
*
Cb




c
0
Si
«
x^
f i ' — ' '""' ' — ' I r-i r^ r™t























































    u
    o
       01
    55
                                                E-163

-------
T3

4)


C
C

O
u
u
u


I





















'"••
X
t~t
~~~

em
0
.Q
^
fl _-^
a cj
««*
TJ
41 0]
** ^
^ flj
* JJ
'H 4)
Z
CJ
"*
c
•• o
cn -H
cn aj
41 fl
CJ U
0 •*
W *^J
a, -H
(0
c cn
O fl
-•H *H
JJ CJ
fl
U -H
JJ fl
C U
0) •-«
cj e
C 4)
55









•4-1
a
X








cn
jj
C
4)
g
Q
O






^
•o
3
JJ
M

a

cn
jj
**
cn
41
a:






H c
T3 4>
3 3 •
JJ ^ M
W t
a 2 E-
H

u >,o
,
ja
fl
y

4*

CJ
fl .
0
z
I ;S !- >S iS ,£ T
'•




•n
.u
s
H 1)
I E
O E
X 0
M O

4) Li
41 0
M tn
J3
a
a,

vO
(N

0
JJ

T3
CD
cn
fl
41
Wi
U
C
H

O
c
0
CJ

JQ
a.
o,

(N
jk-



Z




CJ
u




TJ
^
4)
J
t __
M
^
' * ! 3
- "3 ' - li ' f


CO
4J
C
-^ 41
1 S
U g
X 0
M U

41 U
41 0
W ««


rn
.
m

O
4J

TJ
4)
cn
fl
4)
Li
U
C
• H

•
u •
c .0
o a,
u a
_Q
a,
a.

r~-

__



z




CJ
ft,"




•0
fl
01
J
x o 2
^^
•H \n
JJ 3
U fl
10 CJ
•U -H
C S
0 41 
0 r- O O
£ ...
^ ^3 f^ r** ^* ^^
Of f-4 r-4 00 01

0*




41
Ul
0
TJ
^^
c e o o o o
o a o o o o
.a a. o in o o o
Ut ^^ * » *
fl r-< Vrt O
CJ ~4
E
Q.
Cu

o
0
^^



a,




M
J




TJ
fl
41
X CJ ^
t— t

cn
4J
2
-H (j)
I £
CJ g
X 0
M O

4) Li
41 0
cn ««


J
a,
a

CJ^
•
-^ <4-l
CM 41
jj
a,
a

(N
.
irt



z




CJ
ft."

V)
4)
C
fl
cn
c
z
X CJ £j
h- 1
i ^

cn
jj
^
""* cu
i E
0 £
X O
M O

41 Li
4) O
W >w


^H
.
TT

0
4J

TJ
1)
(A
fl
41
Li
O
S
>*4

•
O •
C J3
o a
cj a,
J3
a.
a

PO
.
f^i



z




CJ
ft."

10
41
^
5>
C -.
S
X CJ 2
M
"" 3 ! 3
CJ fl
fl U
_J -H .
C S (N
0 41 —1
U JT O
U C
Li £
.C JJ
cn cn
«s- 41 fl

O

0) O (H ro in O
a: (N m

of1




4)
U)
0
TJ
*^
c s o o o o
0 Qi O O O O
J Q, O u*l O O O
Li ^^ * » *
fl --* in O
CJ -i
J3
a
a,

o
o
^,



Q.




1-1
J*
41
at
l)
C
fl
an
s
z
x O 2
HH
31
JJ
c
-• u
i E
CJ g
X 0
M 0

41 Li
41 0
CO <4-l


(-»
.
vfl

0
J>J

T3
CU
cn
fl
4)
^
o

•*4

•
y •
c &
o a
cj a
a
a
a

vO
.
_»



z




0
Cu

>^
^,
_
0
M
41
Z
x u S
M
"•^ '




























































                                       E-164

-------
TJ
 01


 C
 c
 o
 u

 i
 u

 u


2
      c
      0
     £
      Vl

y-i
1)











en
jj
0)

£
CJ





>q
TJ
c/i

1AJ
0

*••
^
3
01
0)
Of




^
H c
T3 0)
33*
AJ »H Ui
C £
H-4 M CJ
° tJ
C 01
o *J o>
•H 0) CX
AJ OJ >.
a 3 e«
U >>O
W TJ 01
OJ 3 £X
Q 4J >i
01 H
JQ
^
u
E
01
.c
o

|Q •
0
z
^
vfl






•
0)
AJ
. c
0)
1 E
C5 S
X 0
M y

0) W
0) O
01 >«

Cft
•
V

0

TJ
01
M
10
01
W
y
c
•H

y •
S A
0 CX
u a.
,fl
Q.
a

(N
•
*"*



Z



fc.



J7
3
U
^
0)
z

o
E
4) O <7* 0^  &
X CTN 0> ^ >AJ O 2J-J-*j 3
C 3 C -H C
w 01 g c y AJ a)
o Q. — i 10 -H u a1
V JJ f >* 91 it!
>» TJ O* *J v*4
y o -H 14-1 cr
C V) • CJ 0) C
01 <0 O C -H
-H 3 • • TJ "H 4J
u s r- c fl
•H e ex 10 a> -i
"4^ 0 01 U 01
IM -^ c iO TJ 0) C
H 4J o 3 -H 3 y
o
TJ O O»
o> ^ c
> -H
0) *M AJ
•H 0 fl
.c — <
y oi oi
iO W J=
0 y
C TJ
0 +
•H C
AJ 0 O
y .a <
3^0,
TJ iO
0) U •
J= -t C
0* AJ X. 0)
O *^ ^ 0*
CO 3 Z *

.a
a
a.

o
^



3



3



^
3
y
M

z 	 "
1 — i 1 (N 1 m
X CJ (N
w
r
X O fN IX O ^
M |M
t/1 Z
C 3 0)
0 cr
•H >, ITJ
AJ J
y cr
3 TJ C
TJ 0) -H
0) y AJ
W C «J
iO -^
O JB 01
< Z J=.
o oi y

b£

CJ
14;
Q,
> c
J3 0
• H
C AJ
0 *0
•H f~*
AJ 3
y cyi
3 10
TJ 0

M
e
o* 5
o —
CD <










a



oi



*
3
y
^
0)
z
i ^*
X C3 ^
b^

i —
i _j
—
I C

AJ r-l
CJ iO
fO y
AJ --H
C E 
0 m
£
o) o ^ in o fN
cc. ^ m
tf




01
ui
0
T3

eg o o o o
0 Q, O O O O
-° QJ O m o o o

fl i-t >n o
O ->
S
a
a

0
o
^



IX


*"1
J



^

Ji
y

Z
in











E i
•H U
i-I 3
TJ
W 01
0) l-l
X-l t*
(0 isO
u»
AJ
C TJ

S TJ

(0 01 •
0) -H
W >.
• c
U AJ 0
< a, •-(
o a *J
s
CU
a

o
o
m



3



a:


E
3
-
«
^-i

W
i ^0
x o ^ 1x6™
h-> w

CJ
""^




























































   c
..  o
in  •->
01  AJ
oi  
-------


-











X
M


C
0
•*•
M
fl f.
•o o »i
0)
3 T3 M
C * .-<
4J fl
0 > 0)
£ •* r
^ 4J
7 o
M
W C
J •• O
291 -H
(0 JJ
E- 0) fl
y y
O -H
tj ^W
0, -H
CO
c w
O fl
•H ••H
JJ U
fl
ij »-<
JJ fl
c y
01 -H
y s
C 0)
0 £
0 0

'









U-l
1)
a





m
JJ
c
V
§
u





•o
3
4J
WJ

0
U)
JJ
,— 1
3
oi
*




>J c
•O 0)
3 3 •
4J r-t M
CO >4J fl
C .C
U-l M O
0 -o
C i)
O JJ 0)
.H c/i a,
u fl >•
a s e-

V4
y >,
M H
J3
,_(
fl
y
E
JT
U

fl .
0
z
s










0)
S I
•H y
J 3
T3
V4 0)
0) XJ
JJ
u-t ^>
fl ^r
ao
jj
C T3
0) 0)
e -n
fl 0)
01 -H
U >.
• c
a jj o
< Q.-H
O Q, JJ










3




»


E
3
•^
^
fl
^
E-
i r^-
X U (M
M
O ^0

M
JJ
C
01
1 g
U E
x o
w y
O) U
4) 0
W <*J


J3
a
'a
^T
fN
.

•« •
c y
o e
•H 0
jj y
y
3 JJ
-o c
4) 01
k 3
^•H
o^ UH
00 0)
—
a
a

o






z



o
Bu





y
c
H
N

W
JJ
c
~* 01
I E
0 S
X 0
i-i y
0) 14
Oi o
M "-


^3
a
a
(N
vO
.

• ^ •
z y
o c
i 0
jj y
y
3 JJ
"O C
01 O>
W 3

j* UJ
03 01
_
a
a

(N
.





£



U
Ib





y
c
-*
N
1 33 ' m
x a S
M
X O (N

3
"














































, , .•»'••




M 1
E-166

-------
i
a 3 E-
-4
141 ,,
y >.°
fl T3 cu
cu 3 a
a jj x
c/i E-"


jj
"*
u
•H
E
cu



IB .
0
Z
' 1 ' '
f ' '
v3 | O -0 30 | -
^
jj
c •
cu u
£ cu
JJ f-H





•
cn
c
*"~* cu
i g
M £
X 0
M y

4) W
cu 0
CO «-i
3 1
-H C
<*4 0
iw u
CU
C
C -I
•H E

01 O
^^ ^
JJ 1
iB O
jj i^l •
y cu
cu js 5
JJ JJ .-4
cu •-» jj
-a i

jj jj y
0 c IB
Z CU JJ
U 13
JJ Z CU
a jj
^4 l^ (fl
O O ^
0 JJ



=





o.
*
a

£
cu
•H
U-l

y
cu
in a
ai
Cd C
CJ 3
a —
i "^
i
O
o


•
cn
4«J
""• CU
i E
M g
x o
M y

V u
cu 0
CO 14
3 y
-H IB
IM JJ
*< C
a> o
y
c
•H C
•-4
CU g
,-H
JJ m
iB •
jj CO
y
cu s:
jj jj
(U -i
•0 3 •
cu
jj jj E
0 C -4
Z 4) JJ
JJ 
r-*.
3
a,



•
u cn
C  c
JJ 0
•-< u
u
IB ~*
a IB
iB -
y •-<
iw
cn
X JJ
cn a
£ a

c*> *•(
• •
^ f^

A
a
a
in
^



o.




M
«
03

J



jj
0
f~4
£
y 4.
j;
y . y
jj
•H -H
y B C
a •-<
IB <*•!
U
jj
Cn a
\ a
&*
; 1)

C ; ^
O


!—>
1
C/J












ifl

U •
o y
'•W C
0
x y
jj
•H — 1
y IB
iB C
a -i
rB *M
y
G
a\ a
x a
m
S in S u">
' ! '
in o i in o
CN V |(N v

j3
a
a
m
^T



cn






M





U
0
—4
£
CJ rsi
• O-^1' "
U  -o
i— 1 CU
3 W
& 3
y o
w
M-l
0 • •
fN JJ O
r* -H v

JJ
a
a
CT<
^



a.




HH
«
OJ

J



J^
o
rH
JS
y ^
jj
•H
y •
iB C
a o
•3 -H
U JJ
y
cn 3
x -o
Cn CU
S i-

in of
r~ ui
• •
in co
-H CTi
J3
a
a
0
u?
^H



04






k«4





J.,
O
f— 4
,n
u
0 ^"
U -M
< -H
i in I | vc i r*-J i co| | cy>
X M X 1-1
H- 1 ' ^-4 l—»
X HI
HH
X M |X 1-1













k4
0
IW

>,
Jj
•H
y
iB •
a e
"B 0
y —i
jj
CT> U
X 3
Cn T3
S CU
kl
p~
<*) of
• CT>
O C3^
JJ JJ
a a
a a
in
• c •
»-^ T] r^
^ m


a






M





n
0
f*-^
jS
y «•
0 in
W CN
< "1
I 0
X M "~*

w
•J




































































                                        E-167

-------
T3
•< C
U U
o
T3 ^4

4J o

> -i
•H 0
u a.
o
<
•• 0
tn -H
Ifl _l
4) (0
O O
O -i

a -H
rrt
UJ
c tn
O fl
•H 1— t
-u U

in r-i
U US
c o

o E
C ,
a z *•
*4

O >.
co &«
.0
'ifl
O
E
5

< i 2
•3 us-! ; . 'j -a j; ii i . ^
a
— i
w
•^
-"

4J
C
41
E •
•-* i
4) TJ
Qj ^J
X
u m


•
0
c
0
o

^
«J
c
4-1 •
>
JD a
a
j^ f^
^
in CN
0
• w
0 0
v «-i
a E
a o u
o —
m -*
(N U
• JJ 4)
O iTJ CL



a.



3 S T
<4-4 3 31
—i
^00
•u O O •
(8 '-t -a
e 41 \ a1
•^4 ^^ 1 •
4J — 1 O
tfl r-t 4)
0 3 V4 JJ
U >*-i fl fl
4J >,
e 4J
0) -H
3 U
i-i nj
iw Q0
aj rg
41 O

*H J3
IT3 -4
C \
"* JS
U-l — <

^2 \a
a, o
a, o
•
O 0
•
1— 1 JJ
V 18

a,
c.

o




04



j

t-3
^
o

t,
0
£
0 f
0 in
U rM
< ~>
l ~*

U
^
b

U
0
2
U T
'0 m
< -i
1 . •
jJ j-i
| 3 T3 01 0) fl w C














,
J2
u a.
o a
vu
in
>•
4J O
•- C 1-4
O 4)

n
C1 2»
^T —



cn



3 C S 1 00
O -^ 0 D «- -J
i O U -i » "0 0 4)
















tn
— j
p-4
3
01
4)

rn

1
t-H
X
M

0)
01
en

£
a

01
T



M

i
i



H-t


Ll
0
2
0 in'
u ;N
< -• ;< -•



)_t


w
0
2
U TJ-
0 ^1
< -1
i <*i 1 i T i in
x^^x^^ X,"'~'I2"-"'
r"> C 0) U -^ Li O
1 •-( O 0) u 0  4J >, il) 4) jJ
•H C JS C C 4)
0 
4J !T) ^
000
3 tfl
-0 E X
4) 0 3
hi U
><-l C
eu o
C^ T3 °*"^
(^j ^j ^j
V4 .Q Ifl
4J W •-*
> 0 u
(0 tn JJ
QJ 3
*• -0 -4

• «*>
*T V >.
C3^ ^H J3
J-,
a
a.
o
o




a.





,-3
%
CO

1^
0
£ , ..
U •T •
0 m
U CN
< -4
1 ^
JN ^^ ?^ ^^
^
p
^



























































                                           E-168

-------
 D
 C —
 0 3
 u
 fl  cn
CJ  O


 (U  y
 0   to
2   >
     y





































X
3
JJ
CO
-u
c
a
.?
...
y
Ul
•S
I






o
....













cn
jj

4)
§
0



-
>n


f —

vu
0
jj
3
U)
41
a:




Influent
Char.
4)
cn a.
fl >
.1 f-
>y
-0 Q)
3 a.
jj >
i
«
y
'e
OJ
£.
o

fl .
0
z
o
CN



(
^2
^
'Jl
3

O
O
l^n
1
Ul
-tJ--*

0
%y\
«
CJ
•0 JJ
.a  *w v

.a
a
CO

CO



HI


5
.4
T3
r-4
<
1 CN
x 1-3
M
CO






0
0
n
I
co
&.

•O
4)
N
•«4
4)
>
•3
a*
>,
• ^4
y
fl
a
fl HU
u o

c, •
o u
a c
H 0
fl y
u
— i
<4-l fl
0 C •
•H J3
x ** a,
cn nj
s o
o o -I
m iu v

"a,
a*
00

Q,

HI
*
a


•H
^4
T3
^H
"*
x >-j
vD

<£ O

CM


0)
"'
^



t£
a.


^
J3
•
•o w
4) 1)
JJ p-4
fl -H
41 fl
U M
H JJ



C
•H
S

^
^
c •
0 4)
JJ •H
y jj
T3 JJ
cu y
U fl
jj
of C
CO 0
cn y
O
-0 ^ *ry
flu 4)
0. -H JJ
. ITJ
m o cu
CO (S> JJ

x


a,



c
u
^ ..
•^
<
X 1-3

^
0

CO
(^>
a _ i

•n


1 .


^"J
4)
yi
3

.
W
4-J
c
^ CJ
j £
T) E
X 0
HI y

41 U
1) 0
CO *4
c
• ^
s

o
rr

N^
2
0
JJ 41
y s
3 -H
41
y
i* fl
03 JJ
Q\ 0
& U
-Q
Q-i ^
C..L ^? O
O JJ
in o fl
O fl W

z


a.
u


e
^4
*o , , .
(— -t
^
x n

O
O
r^
1
Ul


c
0
cn
fl
U
•0
H c
•-. 0
O -H
CO JJ
4) fl
•O -H

«.• JJ
O 3
>H r-4
4)
C >4
0 -Q
•H
JJ C
y c5 .
3 25 jj
•0 W C
01 fl 01
l-J U >

.* £ O
o c M
0 w X
pi vu 3

1
o
o
r-t

CU


01
J
Jj
•3
M
a u
1 0)
•v ^
-> -^
(N 1)
x n
HH







t
cn
4J
c

1 £
^"3 .s
2 8

4) O
CO 
O JJ
O O fl
<*> n .-4 4)
7 fl W
*H (S/ Cn jj

-


a.
o"

fl
T3
W
0

^
a
1 CO
x o
•O 3
















M
12 .
^^ ..O
JJ Q^

M
fl ^H
a .
fl O
u
1°
... y
fl C
y o
y
C"
O> fl
s c
•H
o <*-.
-^ fl
o
J3 P*'
(X
Q, II
vO S
m a,

CO



M




a
a
a
X O
Ht
3 "
C
0 0
° 3

1

Ch

•0
4)
N
-H
4)

CU







(
01
3
(0
4)
U
1
M

4)
CO

a
a.
Q*
m

a.



M




a
a
a
1 0
X I-J.-4
         c
      ..  o
     Ul -H
     cn jj
     
-------






















•"•
X
l~*
"^

c ^
0 1-5
X) —
**
TJ (fl
-0 CJ  tn
y -H a,
~* U &4
-1 0
1 <
w
u c
-4-0
S3 Ul -^
< tn jj
EH 0> ITJ
u o
O -H
Ll U-l
04 -H
C U)
O TJ
•H c—
jj u
TJ
U — 1
JJ Tl
e y
0) -H
y E
C 0)
o -=
0 U











WH
0)
CS










VI
Jj
c
i
a s E-
•H

u >.o
01 13. ti
o) 3 a
Q JJ ^
in 6*
XJ
y
•'•H
£
01
r-
Jiv


TJ .
O
z


0























•
V)
JJ
-H
3
U)
-3
X
1-4

0)
0>
w



X) 0
a •
a r«
u

in a-



M





HI








Q
Q
Q

>£


















*
•H
U
ITJ Vu
a o
TJ
y •
y
c c
0 0
X) y
^4
T) -4
y TJ
c •
CT-M X)
•x. 
u
03 r




M











03



O
O
m
1
to
b

T3
0)
M
•«H
1-1
01 •
> •o
-H 0)
3 0)
04 3




•
tn
jj
^
3
VI
01
y.j


?
rs
x
M

IV
0)
in



a
a

09
ro



04





M





i

I
a
Q
a
1 — (1 ' —
x r, |x 1-3
CJ
a
C3
m
X CD ^ O
"^ 1 r^j

o
33 '

I ' i -
! -13




















•
tn
jj
.•4
3
VI
0)
^4


?
1^
X
M

01
0)
Oj



J3 0
a •
ar-

03 I




to





H








u
Q
O Q
1 2
x r>
1 2
|_ u-l < M 1 —
















i
y
TJ
a •
TI y
y c
0
c u
0
J3 •—•
M Tt
Tl C
y -H
<4-l
(4,4 jj
o ID a
a
0> 14
X 0 ^
CT1 >»-i •
S 0
>,
-H JJ <*•(
-H -I 0



a
ar-

-^ X




en





M








E-
o TJ o 31 r
O > -I 13 0
ro
1
tn
Cu

T3
0*
M
•—4
U
0>
>
•-<
3
04
y o
TJ
a •
TJ y
y c
o
c y
o
-Q —
U TJ
Tl C
y -H
UH
(44
0 TJ •
XI
01 u a
\ o a
CP UH
g in
>. -4
— JJ
-4 -H O



a
a

-H
^i



0.




hH
CO

J






E-
Q a
C -S 0 -i
s u y jj
0) U (TJ
u u -a w
a c jj
0) ITJ -H
> CT1 -H
•H C C «U
JJ -H 0 I
TJ 3 -H C
rH 0 JJ O
3 -* 
£ 0>
JJ -H
u y
a -o
»j
Tl C
0) 0
U -4
O JJ
±



o
o
m
i
t/3
a-

c
0

1-4
TJ
U
1
0)
T3 >. JJ
JS C
4» 01
r-4 C >
vn o 1-4
xi a
— u w
C TJ X.
o y s
.^
JJ S C
y o o
3 W -4
H3 UH JJ
01 TJ
U T3 -H
m u
a* ~ JJ
O U 3
0 C —
^H W 01



a
a

0
_4


o:
.
0i



a
J

U






E-
O
Q Q Q
X f) ~*
"
, ^
x n^
i— *
• r;
x n
•^

Q1
a
a

0
o
-H



0.





^








EH
a
a
1 2
1—1

_
AJ
0
n

















•
tn
jj
rH
3
W
01
^1

ul
1
1^
X
M

0)
01
en



a
a r-
ii

*r M



M


^_












>,
JJ
•H
y UH
TJ 0
a
Tl •
u y
c
s o
o y
j3
U -H
TJ TJ
y c •
01 >w a
x. a
!yi TJ
g 1/1
U 0
i/lO'
^ VtH O



a
a

^
r^



CO


f


HH








e-
o
c


M



.5
u
T3


01
•H
a
1 2i ' °'
•H HH
E-170

-------
•o
 01
 3
 C
 e
 0
 u
     c rj
     o —
     .a
     vi cn
     fl 01
•O  u
 oi
jj  jj
 fl  V)

 >  4>
•H  CU
-I   U
 I    <
u











































x
•o
4J
U)

iw
e
0
4J
a
VI
U)


X








a:











CO
4J
C
01


p






>f
3
•^
JJ
C/}

'•W
o
en
jj
^
3
01
OS





JJ
e
at,
r-l Vl
IW Q
e £
M 0
at
4J «>
co cu
•0 >>
2 H
y
•O 01
3 CU
(0 H


^J
3
a.
>,
jj
••*
CJ  fl
fj W
±J
T3
0) a)
4J •—*
fi -H
4> -Q
k4 0
e- s

e i
•-< c
0
-H O
01
> c
01 •*
*H E

oi r>

J3 X
iq j .
U JJ E
o> c -H
JJ 0) JJ
at 3
•O »H JJ
U-l U
0 **•( fl
Z 0) JJ
o -o
J3 Z 0)
a^i *J
a •  V|
01 0
V) U-l
i
c c
•H 0
y
i-H
4) C

0) E
r- 1
O
0> T
»H  JJ
4) 3
•O -J JJ
uw (j
0 u-i fl
Z 0) JJ
J3 -0
a, o o>
0.0 JJ
in O fl
• (*l >-t 01
O fl Vj
vo «» t?> JJ
s



a
•
°

c
^
Vi
tJ
^^
0)
•H
a
1 ^^
x n ^

i«a

i
i "3 3 -^ 0
> -. 3 -
; 0 ^= y -J
c ^J ^0 ^C
01 Oi 0 JJ
vi u y c
a 4>
0) ^ E

•H C C tJ
JJ — * 0 01
fl 3 •-< in
-H 0 JJ 1
3 •* fl C
£ -< C 0
3 0 -I -H
CJ U-l VI JJ
^
fl
>
0 in in -} ™
M
u
t
1




•
crt
«• •*-*
fN C
u
I £
n e
x o
M CJ

01 Vl
41 O
W uu
1
y
3
TJ
0>
Vi

«#
^
O> •
•a
C 0)
fl >
-C 0)
j;
vi y
01 fl
jj
fl S
0) 0
Vl •*•<
O JJ
ft
J3 JJ
CU in u^
Cu . \
0 S
o a
-H  en
ce
cu

K
•
I-3
CJ

c
•rt
Vl
"O
l-l
0) . . -
a
i in
>: >-} ™
M
j
^"



J


















•
W
*J
^-1
3
cn
4)
Vl

0
i
f^
X
M

01
41
(/}

J3 O
a •
cur*
ii
cn x
r— 4 Qj
M




M


C
"^
Vi
-o
^4
9
a
1 v£
X n fN,
M j
''O
'^


















&
• H
y
fl U-l
a, o

y •
y
c c
0 O
.a y
V)
fl — i
y fl
c •
x u- a.
cn a.
E fl
in
0 Vi 0
0 0 •
rH U-l O

.0 o
a •
a I'-
ll
fN Z
tp ^^
M




M




C
•H
Vl
•o
c
a
i r>
x n ^
M
3


o
C
*n
1
' CH
Ci,

<^—
0)
N
• H
Vl
0)
>
— 1
3
CU
£.
.^
y
fl u-i
a o
fl
y •
y
c c
0 0
-a y
Vi
fl ^
y fl
c
Ql -H JO
X u* 0.
cr> a.
E fl
r-
O Vi O
0 0 •
r-i tu O

f^
a
a


0 o o  J^
01
a:

^


.
y
c
0 *H >-H *H
O X X X
01 ^ ^
C £ £ £
0
.a in o o
V| -4 fN
fl
CJ

jj
a
a

o

OS
0.

X
-
•J
m



c
•H
Vl
•o
c
u
iTv
xn fN
*-"

~
~
™
^
Z
p
^,


























































     "  O

     cn 4J
     oi
     kl *M
     CU -H
        (0
     e cn
     o *

     JJ O
     JJ  fl
     c  y
     oi  -H
     y  a
     c  at

    56
                                                            E-171

-------
 U
 3
 C
O
y
u
s
      C -«
 nj  n
CJ  ai
 Uj  y
JJ -H
 OS 4J
 >  *
3t H
>,«
13 41
3 a
JJ >*
C/J f*

-Q








•H
ifl
y
•H
E
01
JC
a

HJ .

0
z
ve
03
T








,
w
^j
-T c
(N 11
1 g
^ B
x o
M y

4) H
01 O
w ««
c
0
•H
4-)
y
•a
T3
41


0p
a*

jj ai
41 Ic
O fl

.Q JJ
S.I



«
e*
a:

,
CJ





•H

•o

u
1 O
X ^ <*1
M




























•
CO
4J
^
3
CO
41


^*
fN
M
V
41
V)
O
17
fS X
uo a


M


^4







C
u
•o
c
u
1 -H
x r> f*>
M
SO


01

=0^30
' ^

0
D T; T - i y
-. ;-4 -J i _j -.

5
•-" ,"3 -3 -3
.^
-3 3 3 i- J3
0 0 -* - JJ 10

rtj
a.
w

>^
j3
t
•a u
0) CU
4J »™^
(4 *^
U H>
w w
f- 4J




e

"B

r-
— i
X


C •
0 4)
•H S
AJ -H
y jj
3
-U JJ
D y
u  t

a,
u

>,
J3
«
•O Ui
0) D
4J -4
fl -H
U iQ
M Li
t4 JJ

C
•-4
E

0
^
fN
x^
3

C
o

4J 01
y E
3 --4
V
L| 4J
y
a\ jj
• c
^ 0
 y

J3 0 V
a, o 4J
cu o a

O 10 b
03 (3) (J! JJ


X


0.
CJ*


w
o

J^
y
« -. .
4-1
a,
01
s
i <*i
x n 1*1
M
•H •
Jj
JJ C
C 01
a> £
S JJ
AJ U)
itj 3
11 T1
W *U
JJ It]
01
I- X
a a.
•a
a>

0) .
•H D
-C S
U •-(
(Q ^

£• ^
o y
•H fl
^j ij
y c
3 0
T? y
0)
u c
•H
U S
f< (N
^ ^
S>

o e* o
c5i,dg
r-l O. <3/ Z


o


a:


"O
4)
01 *J>4
•0 -H
•H y
y 1)
la tn
u c

^ 3
e a
a. u
a z
O CN
O CJ O
1/1 p
r— 1 t-1 O


3


a


•a
i)
0} -^
11 "AJ
•O -H
•H U
fj fl;
•H a
J3 co
u C
0) 3
X —
i tn
X '""S <*1
id

^
_Q
,
T3 i^
0) 01
AJ rH
fl -H
01 iQ
W ^4
&- JJ

^
U
C (Q
•H AJ
C
to O
'H y
01
> c
D -H
'-i E

u in
*H *y
J3 X
fQ 3
y AJ
0) C
jj ai
0) 3 •
\±4 3
Z 41 JJ
J3 ^
a, 5 -a
aJC «
0 <* *
O <3 4)
0 ° U
•»(»*'


,_


Cll
CJ






D
C
0
a,
01
^
i o
X ^ 1*1
M





^*
(N
1
n
x
p^

41

W
5


ii
*

^







•
u
£
6
e
J8
w
CJ

' •*?
i X
! —
~4
t — '
^



^
Cfl
AJ
C

e
g
O
y

u
0


O m O
n m 03














-4 >-H p-t
XXX
in O O
-H (N

jQ
a
a.
o

ce
04"
a

»
03




4)
C
fl
T3
C
•H
J

X
M

















i r*
n rt
^
_y


























































                                                             E-172

-------
0
o
     c -»
     in  tn
     a  01
        •u
     •O •-(
     o<  u
>  m
•H  01
JJ  O4
CJ
         c
      ••  o
      Ul •-(
      tn  jj
      o*  
^2




£.









i



"irt
s









Ifl
4J
C
OJ
1
0
CJ





^N
M
3

CO

II
0
in

3
rti
06




jj
Inf luen
Char.
i
TD
O>
JJ 01
in Q,
s e«
>,0
•o o>
3 a
jj >
en 6-



i
m4
t$
O
•H
e
01
^
CJ

.
0
z

o






^
71
JJ
T C
fN Q)

X 0
M CJ
o> w
0) 0
CO <*J

c
0
JJ
u
3
^
01
w

n>
c?
c
10
C:
•o
u 1)
o> >
Jj 01
fl •-<
01 ~
ki U
o 








rr
(N
1
n
X
M
01
01
CO

*0
>
g
o>
CC

00




,
o
0
CJ
c
_2
u
fl
CJ

J3
a
a
0


«
0,
cc

J*

ffl*




c
o

•£•
u
fl
w
fl
o.

X
M








4
C/l
J 0? ff»
A A A









^ ^ _,
\ X X
en ty o>
see
m o o
-H rg



























It3 -H
0> £
u cj
o «

ft
ft
o


a:
a?
m
fc
J
^
CJ




c
0
H
.C
JJ
*

rtJ
a
1 0
X l-J T
M
1
,'-3

j

>

t
,
Ul
JJ
u
^^
t!
P»
SO O uo
«• CO ^^ ^^
0*
a:

0*>




f
O
0 *^ ~* -H
0 X X X
(^ ^p ^
c s e E
^ m o o
1-1 — < fN
*0
o

ft
ft
o


a;
flu
a

j*
%
CQ
W
01
JJ
tn
o>

'^
i
m
*
^*
« <

x n J-i

c
0
JJ
CJ

T3
01
W

^
C?
c

.c
JJ •
•o
W OI
o< >
jj V
(0 •-»
OI —
Wl U
o 10

a m 
Jj
tn
o>

g*
i
in
«
^»
- «. • •"•

c
0>
JT
a
• ft
jj
•H O
CJ •
fl ,-t
Q, V
*0
U iu
0
1 J
U! C
TJ 0
u o

^p "^
X fl
en c
S -i
IU
OJ


Ul
in
.— t


a.

!_!
^
03

J




0>
C
0)

"a
fl
X
0

1 T
x rj T


2J
~*























,

-------
    c
    0
    Jj
    u


-^  o
T3


I  "°
JJ
C
o
u
ca
a


I
    jj

    *
CO
cn

y
0
    jj
    c
    41
    y
    c




























_ „
^
.^
05
r-t
0
C
41

cu



c
0
. ^J
JJ
fl
y

IM
••*
CO
UI
m
i—*
a

»H
«J
O
•H
£
0)
u













«








CO
JJ
c
41


U







TJ

jJ
CO

o

co
Jj
J

1






JJ
5»J c
•^ M
"O CU
3 3 •
jj — ( U
CO «-i HJ
c x:
<*J HI CJ

C 4)
0 JJ cu
•H u) a
JJ fl >i
a s t«
H

y >.C->
co 13 4)
oi 3 a
cn &•



jj
.
HJ
y
•H
S
4)
js

• 1 - .' . -
— P*j7j^"~"'1^"1_— ^_, JJ
CQ3«'1> 1 O --• i 0 0) <-w 'S V3 — S
a s
—1 01
•a >. jj
O' J3 fl
4) •
O 'O U >N
O 4) JJ 41
O JJ i-i
- HJ 4) •-»
O 4) -* HJ
U1 M — < Ui
,
JJ
3
03
xi-
M
OCJJJ«T30 ' iJ«J
n" C 01 i-i ••< M "C — 1 TJ
i -H y oi v< o sri •'o >» 01
CO HJ — 0 — * TJ
Eh CO 1 JJ *— * J^
jj oi 0) jS CJ 01
c c c y c
0 0)  JJ >^ 4> 4) JJ
-< -t C .S C C OJ
ifl 0 4» JJ 4) 0 U
U M a 4) -I JJ fl

1
01
'O ^ *J
03 C
* 4)
o c >
-« 0 -H
J 0
•- 1* CO
C HJ X
o y 3
>H
JJ E =
U 0 0
3 U •-*
|Q 
0 JS »H
-H JJ O
J= 01 C
u r oi
1 1 £
 J W
JJ •
o n u
O OI 01 41
O JJ -H **
. fl -H -H
O 41 XI fl
in u o w
(N JJ E JJ



in
.
CO
X
y
41
C S
0 -i
•H JJ
Jj
y JJ
3 y
-O (0
4) jJ
w —
0
*• y
m
• c
vfl ••*
en S
—
a
a

o






0,

O






,•4
0

4)
U

M
.
1 . —
V5 ^1
_J
M
~j O
'i S
^ s
X 0
i-i U

0) IM
4) 0
CO I-

1
41
-O X JJ
J3 C
of 01
n- c >
r^ 0 —
J3 0
— l-l CO
C (0 X
o y 3
•H
JJ S C
y o o
3 U -H
•O <*-! JJ
v n
IN "O -H
4) W
a* -Q JJ
O U 3
00-*
-i CO 01
j-i
a
a

o
o
1— (




0.





J
.
03
O
Ui
0
•*
J^
y
•*4 r-^
Q 0
1 C
n 4)
IM a. ' '
i ^
M
_J
^
m Oi
I tf
X £
X p


0) U
41 0
CO  n
oi 0
CO <"


i
0) >> JJ
'O J3 C
01
of C >
in o — *
U 0
•- VJ CO
G fl X
o y 3
•H
j-i 2 C
ooo
a u -H
13 uj jj
4) "J
u -a -i
4) 1-
^ «Q 4J
0>«3
0 O -i
— * CO 4)
j2 ' -Q
a
a

o
rsi
(N




3;





fl.
.
O



i
r-(
>l
a
a

o
o
— 1




Q,





J
.
a

>.
•C
•j
01
E
JS ^ 1 '•* -^
jj 0
4) C
£ 4)
•H JS
~Q '&.
X i"1

Q 0
I C
ul 4)
m (2,
^S dfa











01
X
CTi
E co cn
U1 GO ^ ^
^3 yD * *
^ ~* 0 O
11 M It II
>*
<^J ^^ C V^
•H X
y -•
fl
•• a
O rtj
• y
n
II C
S 0
a -2
u
Wi tJ
0 O
fa











0.






M


0
^
JJ
•-H
C
•H ^
O 0
1 C
T 4»
• JS

-------
 0)
 3
 C
 0
 u
 I
u
a
 0

 L,


o


T3 91


•u 0
 fl C
     .U  Q,

     y
    c
 ••  o
 u)
 (fl -U
 v  fl
 y  y
 o •*

a.
    U)
 c
 O fl
     fl

    .u  fl
     c  y
     0) -H
     y  g
     c  ai
     o .c
    o u
I



























>,
•o
3
±J
V)

U-l

C
0
•H
0.
y
V)
°





tn
c

3 •
— U
<-, fl
C £
M U
-a
0)

fl >•
s e*
X0
*X3 CJ
2 >!
V) t>


.0








^
fl
y
•H
g
_c
o

fl •
O
z
1
1 -1






X X
0^ ^
g in rr g ui r-
O CT>  (N 03
v0 CO • •- \ft f* • •
r-4^noo r^^roo
u ii ii u u ii ii »
> >>
J-l Vi C U JJ^CV4
-< X -IX
y ^ y ~4
fl fl
.. Q, .. O,
O fl O fl
• o • u
r** y\
II C II C
so =o
a .a a .a
W V4
W fl W fl
0 U 0 U
U. Cb



























X Si <** C
M 0






XXX
7* ^ CP
E r*ir» g r* CO S r»a3
O Oo^ inv'to** I/ICO Ss >
•u^cu jj^cw jj ^; c wi
-* X -IX -IX
y -H y -4 u -H
fl fl fl
• • Qj .. Q, •• fl»
O fl O fl O fl
. y . y . y
m r» o">
ii c ii c ii e
= 0 SO SO
a .a a, .a G. .a
Li U U
lj fl kl (TJ U fl
o u o a o a
Gu Cb Cb










a,



«

-H
0
c
0)
£
0<
rH
>,
C
0" ' ' ~ ' ' .
z
X itf
14
p





X
CP
S 03

f^ \Q • o
vO (N O O
II II II II
>^
•u X c W
-i X
u ^
fl

O fl
• y
n
II C
S 0
a, A
LI
Lj fl
0 CJ
Cu










a.



M

1
0
kl
0
^4
c
u -*
fl O
•!-> C
C 0)
u .c
a. a,
vj ^^ ^n
M
                                                        E-175

-------
 a;
 3
c
0
jy

*-^
i
u























-^
X
M
•—"

C
0
J3
u
fl x^
O *
— •
•O V)
41 -H
-J 0
fl c
> 41
•H JC
.u a
o
*
c
•• 0
in -H
m a
41 fl
u o
0 -H
U u-
a, -H
C/]
C W
O ^J
•w O
fl

JJ fl
C 0
01 -H
u e
C 41
(35












U-l
•V*











cn
vj
c
c

0
u






^
TJ
3
JJ
W

0

tfl
J-1
2
C/1
41
CC






H c
"O 41
3 3 •

i/5 *4j fQ
c si
IW M CJ
C «f
0 *J 41
-* w a,
jj fl >•
a 3 H
H

o >>°
(fl T3 01
4) 3 Q<
CO H



.— «
O
••*
£
£
a

fl .
a
z

O O ' *••"*
,' *N i 'N *"*
'S — -


0 fl =
*J 01 — .
py M
dJ JJ















O1 O1
X X
c^ c^
E CN 09 £ — i CO
i/^ i^ ^p ^n ^3 f^ ^^ ^i
CQ ^* • * ^IQ i^ , •
rO^OO CN»-4OO
II II II II II II II II
>, 2N
-J ^ C l-i UXCI-i
•H \ •-< X
O <-< 0 ^
fl fl
.. a .. Q,
O fl O fl
. rj . o
r*- cn
II C II C
so so
Oi J3 O« ^3
W W
1«4 (TJ W (tj
0 O 0 O
H, Cb


























i __ — w
X X^ C
M 0

^
4J o; •
1 1-
—* -H 41
fl jO ^^
cn 0 — *
S fl
0 W
^


•
CO
_l
c
CM *
i e
*/ g
O < JJIX 0
O 3U
• U 4J
i/) C
-i :x 41
CN j2 e
i jJ
3 0
^^ fl
• c
C 4) "
41 JS '
a. a,
M U

41 Xw
41 0
W <*-


1 •
4) >, JJ
T3 J3 C
4)
<*• C >
\O O -H
J3 0

S fl X
0 0 3
•H
*J S C
ooo
3 k< •«
•73 <4-i iJ
0) fl
U >O -H
01 u
a* J3 JJ
O W 3
O 0 -»
r* U) 01
j3
O.
a

o
o



a




*J
^
03




— (
0

01
_c
0.
x x °lx ^ ^
w
1*1
o
a













a> 01 a1
XXX
CT' CP 0^
S CO CN £ r> -i s
ro c^ f^ Crt
in CN • . O <*"> • O CN
CO—tOO CO-^OO f» CN
II II II II II II II II U II
>» >* >^
JJiiCU JJ ii C Li J-i^>
•- f X -H X -H
CJ — i O -H U
fl fl fl
••a •• a •• a.
O fl O fl O fl
. u . o • o
m r^ o**
II C II C II C
so so so
CL 0 CU ^3 Q* »Q
>. ^i IH
lj fl W fl ^ fl
o o o a o a
C^ £b &4








a





HH





^
0

01
^z
Q4
	 ,
M
                                            E-176


-------
•a
 0)
•H £
u
<

.. o
« -H
01 JJ
01 <0
§.2
L4 *W
a, -H
w
c to
o 10
•H f— i
jj U
*
a 2 e-
H

o >.o
o> •a oi
a> 3 a
W 6-


J3
^H
10
o
•H
E
.C
O

iO .
0
z
03
m
•a  M W
— I C JJ iJ
0 -H ^ 0)
.-( ^ -^ W
O3 jj vu Oi
e
Ql
a.
O JJ
• 0
-I fl
JJ
^, ^
O 0
o •
c
O JJ — I
C fl S
0
O 01 fl
^ ^
C ffl U-4
0) > 0
3 01
^^ *^"4 01
^t. fM ^
Uj (J "H
« <0 JJ
a
E t3
a 2
a, r^
o o
CO


3






CC






^-1
0
c
01
^c
a.
x ^ '"^
M
O



C
0
,Q
u
iO
o •
•a
^ 0)
\ M
O' 3
S
0)
O M
0 0
m -o
T3
01
>
01
•H
.c
0
m

c
0
•H
JJ
O
S
•o
0)
Vj

*"
.
o
00
e
a
a.

Q
O
O


a






06






^H
0

5
M
a.
x x PJ
M
0





*
M
^j
c
^ tl)
1 E
^ E
x o
M O

0) U
01 O
M • JJ
•o a c
01
«» c >
>J7 0 *H
J3 0
•• Vi (fl
C fl V.
O 0 3
•H
JJ £ C
0 O 0
3 H -H
01 fl
U T3 -4
0) 1-
O U 3
00-"
^ (fl 0)
a
Q.

o
0


a





j
,
01





,— <
0

01
M
Ow
"~~~1 	
•J V> P'l
^ * IN

o
M


1
01 > JJ
"U -Q C
01
* c >
0 0 ^
J2 0
•» L4 (/5
c ^ ^^
0 O 3
•H
JJ E C
000
3 VI -4
01 fl
W *O -H
01 M
0 M 3
0 0 -H
•H 01 0)
.Q
CU

O
o
1— 1


a,





j
.
00

r-(
0
C
•H
O
u
0
(ft
. JJ
•O J3 C
01
<•* c >
O 0 -H
jQ O
•« W Bl
C fl \
0 O 3
•H
•U g C
000
3 W -H
"S fl
kl "O -H
01 M
O u 3
0 O *+
^H W 01
a,
a

o
o


a.





j
.
a
0
1 C
•H 01
W £
E-> O,
1 0
O kJ
• - O
«T -H
% ^B
(N U
(N

\0





*
7)
4J
g
^ 0)
i E
* £
X 0
l-i O

01 W
Oi 0
(0 ,
^
jj ^
0) 0
g. c • -
•M 0)
^ — ™
fr- a
x *s ^


^
V
^
o
u






























































                                          E-178

-------



























jM*
X

c — •
W "J
^^ .^3 ***
'O ^4
 JJ
«— ••* J5
_. jj a,
71 u

u c
J •• 0
Sta — (
CO JJ
e- a) fl
y a
o -H

rn
tfj
C 11
0 fl
•H —1
jj CJ
fl
1-1 — 1
JJ fl
e o
D .-(
U £
S 4>
0 -C
0 0
















u
x












i/i
C
0)
§
5
CJ






^*
*U
JJ
CO

U-J
O

cn
•*j
*—4
(0
o>
a.







jj
N ^
•O 41
3 3 •
JJ rt U
w «* a
C £.
lu m CJ
0 -U
C 41
0 JJ 0)
•H ;/) Q<
jj fl >i
a z f-
•H

sj ^•J
'Jl T3 4)
4? 3 Qj
Q JJ >,
CO £>



.0

fl
.5}
£
0)
£J


fl .
Q
z
1 1 1
-1 '3 , C , O
, '• —•
12 ±> ~*< '_ i , i , -'
41 ^ ^' C -•' ^ U ' -•
jj jJ ii
C fl w O
i) S J- C
3 -H 11 5
—H JJ W — *
'J-* V5 ^ \
S 0) O
•*^ •» ^» o
<*-( Q, -H r»
O a T3 fN
« 3 v>
. O —i
O O O 'Jl
C 0 X fl
O in 01 3
O -i
JJ JJ
O fl 0 01
P 3 0 E
«
•H
"u
fl

JS
a
af'
(N O
(N ffl
V Cd

^4 C
0 -H
e

0 0
c > -C
5 ^
a> £
i ^^
C.^ — ** 'J t ~"
"C — "3 1-
• w -J 1 ^ . ~
-r c o u fl -
ii 01 "31-
7) ^« "^ -^^ £ 01
i 3 >i u W *"
^ r j= o o 3
5 -5 11 j= o oi
1-1 3 — i U U CJ
i — i -O 0 fl
WO 1) -i





i. C « C jC T3
•-. 01 41 CJ C
= C -I fl
0 W 0 > -
o> oj -iJ jn  U 01 0 0
U > fl E JJ JJ
1 1 ^
3
C fl 1
O W D
•«s fT* M
JJ X Q,
fl 3
>— i C
3 "° 2
u u ja
u > n
0 0 fl
-4 W U
**^ Q,
6 rs
01
_Q 2
V* 0
O -H
tfl JJ
U a}
^ ~*4
w
o*5 JJ
CO 3

0)

« >,
0 J
>, -H 11 •-!

~ fl •
C  JJ
0 O -H C
— > CO -u 41
JJ — u E
O (N fl JJ
3—1 fl
-C < M 41
D X fl ^
IX 3 — JJ











23



*^ ff
0 Q •
3 .a jj
T5 W C
4) fl D
W U >
,•4
<* £ 0

o u \
-( KJ 3


•^
O,

O
o
^



a,







tn

" 3
X 0
i-* 0

01 U
41 0
^
— '
^"^









13
H =
M O
0 •-•
V) JJ
0) fl

«• JJ
f*\ 3

ai

c >,
0 J3

JJ C
o a •
3 ^5 JJ
TJ >H C
4) fl D
















!* U >

* £ 0;
O 0 in,
^5 V4 "^x
-H >W 3


"a.
Cu

o
o
— •



^f



t


£*•


w
fl


«j
*
a




~ fl i
>• — 1
J= -J 4)
a S -• fl
I — ^ >• *^
(N rH rg  fl




























-C? *"^ !
JJ fl J
J 3 -. - • g-4J. -
•-(0) , -• il -i —
S3 j»- , a J= a -
— « j^ '
a s. i

, r-i , .^ ( m j ^r
x — x _: . x — x —
E-179

-------


























z
"""
C/1
O
X J->
-H (TJ


c u
0 *C
riQ
IT L, L.
1 5 S
1 !l
8 > -
Ji •-< o
-. 4J Q.
f U
U <

a c
J -0
III en -H
5 tn AJ
£-• 01 ITJ
u u
o •*
Ll <4-l
O. -H
(/J
c in
O itJ
-••4 i—4
.U CJ
TJ

*J TJ
C O
0> -H
CJ S
c o>
O J=
o cj
















01
X













Wl
Jj
c
0)

§
Q






^
I

CO

1,^
o


a:





4J
H e
73 01
3 3 •
C/3 <*J HI
C -C
,<->
H
CO fri

J3
fmj
TJ
O

6
5

O


TJ .
o
z
\ 1
O 'DC— ' O ' —
r 1 ' *""*
i i J i 3 I ; ; 2

CO = i) 'J - : i -
r3 — -3 1

73 = 0! U ^3
1! 11 73 1
;0 0. i— i -t p
3 >. L, C
T3 J= 0 0
O 01 -u --4 'fci
O 73 0) JC 0 '
1*1 3 -H O U i)
1 -* 73 OS
M U 01 -4 0
i C • C J= JJ
'•4 01 (U CJ 01
c c ^ u
0 W O > » ITJ
^ ^ ^J Jw u
-4 C 01 AJ C 73
TJ 01 CJ 4> O C
CJ > (TJ S .u TJ
73
JS §
LI -^
o AJ
tn 
0 -3
u C
o g •
3 .a jj
73 U C
01 TJ 01
LI CJ >
»—4
*• e o
O 0 «
O Li X
— i aj 3


J3
a,
a,
0
o



a.





j
M
CO
0)
•«
c >.
0 ^3
•U C
o g •
3 J5 *J
73 Li C
01 TJ 01
W O >
— 1
<* £ 0
O 1* **^
^ 14-1 3


|
O
o



CXi





j
*
/T]





,•4
>,








*
en
.ui
c
_J ^


X O
M CJ

01 Li
O> 0
to «-i
73
JS §
w -*4
0 *J
tn «
01 -H
13 LI
iJ
<*• 3

^4 U

5
•H C
4J g .
o 2 *j
3 Li C
73 .13 OJ
W """^
S 0
o*> 0 «
O Li \
ao *4 3


a.
a,
0
0



a,



~

: ')
i ' -— '















\
"S I'
tn u ^H
TJ C3^  • •
•-i • • ^ g OD o
.u u; ^r ON £ -i *t
oi trv «r — o
c ^ • i i
•-( Oi-l
j; .a « o .a
LI o 01 u LI
e-c o 73ULJO
6 tn o in 3 TJ en
0)3i3 TJ S 73 a 10
^OLiQLi ; u LI
4J — t IT: U -U — M JJ
0 -< U W -t _ -.
W O TJ -H _13 0 —1



-
II



a





,
tn




c
01

£ £
x o
M CJ

01 Li
01 o
W «-

01 0

Li 4J
0 TJ
tn **4
0) Li
73 JJ
3
tf^ —4
in o>

*" ^
o
••H e
.u o •
u J -w
3 U C
73 TJ 01
D U >
Li >-^
o* 0 0)
O L, \
CD >*-i 3


24
a*
0
o



cu





1 1
%
a


0)
^
1 01
i— ^ .— *
>. TJ
C 1 CJ i «^ — -
01 ' « < -u ~j ••
J™ 1 ^J CJ — ™
a •- s s ^ "



t ^
i^ «


i
>,
c
0> 01
— c
a -i
•H N
Q TJ " ' "'
33

2
S
u
^
4j
^
TJ











V)
(Q
coo
0) \ ro m
Ll »^ . •
01 00
3

tn 

^
^H
Clt
^
•i* , Z
I-H ' ! -N ' 1 m frj1 ''LH lQ
XX X Z ' X S XS
*— * i ^ ; *•"* i *•"•
X 2
"^
x s
t— 1
E-180

-------
0)
3
C
C
0
o
u
a

3



















2

co
u
X JJ
M ri
_§ "•
u u
t3 t3
CJ 01
•o u
01 3
JJ C
•H 0
JJ C*
O

c
.. o
en -H
en JJ
V "}
u o
0 ••<
0, -I
c to
O tJ
•-( r-l
JJ CJ
IT]
U <-<
JJ fl
s u
Qj <-«
CJ £
C 01
55












0)
ce









V)

c
0)
o







s^
'D
^1
w
UJ
o
tn

t
y
Cfl
of
a:




4J
H c
T3 01
3 3 •
Jj r-H 1-1
M «-i fl
C -C
Uj M CJ

c 
Q« 3 &*
-^

U >^
CO T3 01
01 3 Oi
Q JJ >,
01 EN
J3
*H
fl
O
'e
:j
u


HI .
O
Z
.j, c 'a
10 ^ -^j ! ._.
; •? — ' ~ i =
11 ^3 i 1 =
v -j w •: •
= c, .3 y . • -
> c i- -> -j; ,' i 3












•0 "X

i 3
i ~"'

J) V)
^j
-i C
01
' i
| S
Jj (Q «4 4J --^ 1
W 01 W O 1) W
itj U >• iTJ fQ 01 0
a jj -• 3 0,1 cn ^


.;;
.
•a  2
01 -C
•<^ U4
U JJ
rtj C
01
c e
0 •"
--, JT3
U >"
3 JJ
^ -
v S
^ j
tff ^
^5 fl
r- u
j
0) T3
• u a>
O JJ
C JJ u
000
oca.



s




CJ


0)

0)
"ilj
—
^J
ij*
•z.

•o c

W JJ
0 T3
tn — t
01 14
•O JJ
3
0* »-(
U3 01
X
C. J3
0
•-« c
*j 5 .
O -0 -u
3 U C
T! fl 01
01 O >
U — I
e o
c*> O W
0 * V
CO  O
W -^
O 1J
01 U
T3 JJ
3
Of -H
to a)
>,
-* «i3
0

'jj o •
o 25 -j

•5 fl J
01 U >
wi --«
£ 0
o* 0 'J1
a w \
a: n- 3

a
o
0




































a.









1
a*
V
3

^
"2
2
3
T
—
1
•» f
a




2







U |
>•
1
1 P~ I 3l i ^
x 2 , x 2

X 2

                                      E-181

-------

TJ
41
3
C
•H
*J
C
0
y
*^
i
w
W
hJ
2
6^
















c
0
'jj 5
Cu -*

0 tn
W rH
TJ 0
< JC
0
c u
tn <
4)
05 "
C
•• O
W -H
in jj
01 fl
y y
O -4
U U-l
CM -H
tn
C V)
O fl
'jJ O
fl
JJ fl
c y
01 'H
u E
C 0)
o j=
0 U














































>,
TJ
jj
CO

UH

C
O
•H
JJ
CU
1*
u
tn

Q

S.









UH'
V
A












CO

c
01
i
0
*~







>,
TJ
3
JJ
CO
14-1
O

tn
jj
r-i
3
tn
v
X




u
c
3 •
rH W
VM •
3 H
>.u
TJ «
3 CU
JJ >•
tO H

rH
fl
y

g
0)

£ J

fl •


0
a o jo o
iN i fN *N


—
0 c tn o 1-1 o
JJ fl U A 0 01
.C 1) --H l-i u-i u-i i
D 73 JJ JJ JJ fl 'J-iE
JJ C <0 fl O JJ 0) O
•H 3 V rH S C O
-H 0 > fl 0 0) l-i
U >4H --H jC U • -H 01 U
cu jj jj io tn o .c —4
j5 C y JC 4) -4 JJ TJ
g —I 4) Cu JJ TJ JHUgUO>Cfl
tn as oi 0 i -H
(TJ u- JJ 01 - U
3 oi -  3

asx.ay4ifl3fljJCu


1
0)
•O JJ
c
of >, 01
CO »O ^
en rH
»-H O
o tn
• c
r-< <0 JC
fl JJ JJ
> 3 "4
0 J3 3 •
S TJ
0) u-i c 11
U O 0 >
•- 1 01
4) C JJ -H
JJ O fl £
4) --4 -H O
rH JJ U fl
o, a JJ
S w 3 tn
80 rH fl
« 4) 3
^
c^
3
o
0
rH



a,



t-3

03





^
0
C

Jj
3
03
1 _|
X

CM

i

05
3
(fl

CO X -H
01 0
jC tn
• 0
•H t-t £
fl O JJ

o y 3 •
E TJ
01 <" C 0)
u a o >
•H 01
41 C JJ •-*
JJ 0 fl JC
41 "4 -4 U
— 1 JJ U fl
a cu jj
E u 3 tn
O 0 •-! fl
U (fl 41 2
^
^
3
0
o
-H



a,



^3

a

r-t
O
c
fl
X
ou

"o

y
O
1 ^
x
1
tn
jj
3
V)
41
U

^
fl
C
0
•H
JJ
T'-o
< TJ
X fl
0* U
01 O
CO , 01
00 -4
"* 0
o tn
• c
-H fl JC
fl U JJ
> 01 -4
O T) 2 •
U U-i C 0)
U 0 0 >
•H 01
01 C JJ -H
JJ O fl £
41 -i -4 y
tn
3
tn
01
Lj

,^
fl
C
0
•H
jj
3 S
3 (0
o> u
4) 0
to WH
i
1 1 -H
4) fl 0
TJ X tfl
V

O 1 JJ
O rH -4
^ 1 3
>. C •
•-COT)
iH JJ -H CU
fl U JJ >
> 1 fl 4)
Q CN -^ -H
4) IM JJ y
U O 3 fl
,•4
cu c cu 
3
o
o
^H



a.



kJ

03


1
r-t
\
rH rH
> 0
C — «
fl jj fl
U " • " MX
S
i m
X
I i
1 01
fN S
1 ^,
X

0
.
A JJ
o» C
§~* 41
O >
ft C -H
fl 0
jj in
. cu
.-4 41 JS
fl X JJ

o c '3 •
g TJ
D IM C 4)
>- 0 0 >
•H 4>
CU C JJ •-*
jJ 0 fl -C
0) — < ••* y
—I JJ U fl
Cu Cu JJ
S u 3 in
0 0 -t fl
U tn 41 3
^_
%y\
3
o
o
f^



a.



bJ

ffl


^4
Q
c
fl
jj
Cu
_CU

T
E
i ^_
X
S -s
3
jj
/—
W S
01 R
u

^
fl
c
0
•H
Jj
< i
X fl
01 U
41 0
CO *4

J2
U JJ
0) •*

fl 'JJ
oi o c
u o •
CJ C -^ TJ
o jj oi
•H 10 JJ
• JJ -H U
-* Cu u o
fl U JJ Cu
> O 3 4)
0 tn -H w
4) TJ <"
M > fl
<*> J3 3
41 O
JJ O —t JJ
4) rH 0 C
rH C 41
Cu C fl >
E fl JJ rH
o -c y o
cj jj O tn
X

3
o
o
r-\



0.



*J

03





pH
0
c
fl
JJ
S
1 ^
3

\^

































































E-182

-------
3
e
i
u

u
























^^
X
•••n*

C
o
•W <(
Q* ^^
M
SJ2
S.8
0
c u
••* *4
V) <
0)
06 ..
c
•• o
tn -H
(0 JJ
0) iQ
§5

0. -H
U)
C CO
O (0
jj a

£ «
Concen
Chemic

















































>.
M



C
0
•H
JJ
a
| Descr
*] ° o ;

01
K







tn
c
01
o
o





2>q
TJ

^J
CO

«-l
0
to
JJ

3
[fl
4)








JJ
C
01
3 •
rH kl
*4 10
C JS
M U
T3
01
jj 41
M a.
10 >,
s t*
73 4)
M H
J3




U
1
U

0
-y


tn
3
(rt
U
1-1
C
0
•H
r* -5
< TJ
X <0
01 U
a; o
C/7  C
«* J3 0)
r*» >
vO *^ ^H
0 0
C VI
' fl
*H JJ JS
 4) -H
a a. 3t -
S T3
OJ U-. C OJ
W O 0 >
•-« 01
0) C -U -H
*J O 10 JS
01 -H — « U
Q. a -u

o o ^ . -u
a. aa c
o 01
w -o >
a, o> -i
J3 0
M V)
• O
-* W JS
ITJ 01 4J

i 4) *
41 J3 C
M 0
JJ --4
4) 0 AJ
JJ C fl
01 -H
"a, -H *j
E 3 3
0 O <-t
O 0 11


r" 1
*\
§1
O
0
••H



a,


CD

»H
O
c
w
a.
i
X
-j
-•
0
CJ


















































                                    E-183

-------



























«•«•»
X


c -^
— » O CO


u c
tl » 0
Sin -H
CO JJ
E- 4) TJ
O U
O -H

a, -H
CO
C CO
O fl
jj Q
2 —i
JJ fl
C U
0) "4
U £
£ 0)
O JC
0 U















.
'•*4
«








(0
c
01
1
0
u







^
TJ

ij
CO

04
o

co

^
3
co

K





JJ
H c
73 4»
3 3 •
C/J 04 fl
C JC
04 W 0
0 73
e a)
0 J-1 4)
M w a,
OJ2 £-
H

O >*u
CO 73 4)
4J 3 O*
Q w t?



Q
*•*
^
•0
a
•H
c
OJ
^c
u


ii .5 y 3 3
4; 73 j3 ,J — ' "u i*- £
jj c fl fl TJ i- i; 3
•-( 3 0) — < £ U 3 'J
-H o > -a o 04 w
14 04 •-. .s: kj - 0) O
.2 C U ~ OJ--JT3
q — < 0) a, JJ 13 0) .-(•-«
< en 04 en •-< — < o> u
w ae 4) o £ •- -H
3 ou « co 04 to o •
• u c co 01 01 41 '-w vj
C (N O O k4 Q, C 17
••4 I £ .Q U 01 fl OJ C
coQ u jj -o vj J«: > 3
cu itf cy fl co c o |™"* '^ o
Q!X^04)rtJ£<04Ja.
1
I (Q
a -H

0 JJ
CO 3
4) -H


0 >. •
C J3 ^
C
-SO)
C — " >
0 CO -H
— « 4) O
jj w en
u

73 0 JJ
4) 1* -H
W <*4 3

* C C
0 -H -H
^^ 4J JJ
f^
^
$
O
o
^



0.



_
NJ
OS"



•o
•H
o


o

1,
^
JJ
3
a
— 1 — 	 	
03 -
___ ^
•~j

.7
— .
•*
T,
^J
~
— ,
2
J
' 73
03 73
X 7)
4) i-
4) 0
CO ^
1
fl
1 ••*
a. u
W -W
0 3
CO —4
a> a>
73

tfp JD -^
yrt C
C 4)

2J yj ^
0 OJ O
•^ ki W
J«J
§jr*
jj
73 U -H
0) <*H 3
)^
c c
0 •-• -I

(-*
01
o
0
^



a.



.
*^
03



TJ

U


O

0

a

o
i _
03 

0 > •
•z n ^
c
., C 4)
C -4 >
0 CO -•
•H V 0
jj w en
o
3 £ JT

4) H •-<
W 04 3

<*• C C
O •-* -H

r—l
01
o
o
^



a



»

03*


•u

O


O
•H
Q
JJ
fl
O

a
i
a M
X
_ _
JM

w
2
Jl
u
U

2
0
w
1 73
03 73
X fl
01 W
4) O
CO 04
O
•H
JJ C
a, o
14 •-*
0 JJ
en fl
4) -I

j^
0 3
Z ~*
4)

C >. •
O J3 JJ
•-* C
JJ C 41
O •-< >
3 CO -•
73 4? O
4) W CO
^4
£ —
in w —

*-f
5
o
o
^



a.



j
*"*
a







4)

fl
O

fQ
v *"
"
X
^^
''N

;,'
_
^
VI

^
•M
C
•3
1 73
03 73
X fl
11 W
U 0

0
•H
JJ C
a o
W -H
0 -u
CO fl
1) *'^
T3 W

a* 3
^* i"H
4'
t^
c >, •
0 A J-

*j c 5
O "4 >
3 CO -4
73 4) 0
u 14 cn
jpj
£ -C
O 1- "4

•~<
"^.
c
0
^^



a.




J.
01

73
• H
u
"C

o
•H
0
s

JJ
.0.
s
=
23 "^
X

rj

„
-J
—
.1
11
W

"^
§
"J
i *^3
Q3 *TJ
?. •
0 A JJ
•-4 C
JJ C 01
u •* >
3 en *"4.
73 4) O
41 Vi CO
^4
E £
m w .-

•^
X
$
o
o
"



a-



*
•
03





41
C
TJ
u
•V
T3

X
cu
~
X
^
^1

_
^
'>"
u
M

fl
3

I 73
33 73
X fl
D W
0) 0
CO '4-1
1
1 Tj
cu *^
w v*
0 -*J
CO JJ
0) ^
^3 ^U

0 > •
2 J jj
C
•« £ 4)
C -4 >
0 CO -H
•-< U 0
jj w in
o
§f*
JJ
4) 14 -«4
Ij t^_j T»

90 C C
00 fj
V W
O -I -H

>-4
I
o
o
^



a



^

01




73
• H
U
tf£

O
••^
^J,
3
ffl
J
X
^
-s^
^
j j
— *J
j* o
•J M
U ^J

"^
3
jj
1 73
23 73
X fl
3J ^
^J O
00 u-*
1 J
fl^ fl
W -H
0 vi
cn jj
4) 3
73 ~>
0)
of
O >. •
m J jj
c
-co
C --4 >
o cn -4
•H D 0
JJ Vl CO
u
3 E JS
73 0 JJ
0) u -^
U 04 3

*> C S
O -H -H

^
X
cn
O
0
*™l



a.



T
%
CO






4)
JJ
fl
-• O
>» c
_£* PQ
-W O
dJ (U
s: a
X
E-184

-------



























^•^
X
"•^

c -.
-. O 03
I 2 ~
3 Q. W
C Wi 0
•5 0 •*

£• ^? ^J

u a,
ci c •-<

7 4J
U OS
3 .. §
03 4
a. 3 e-i
• H

u >u
Ul TJ 41
,
W £•



^
"*
fl
o
•H
S
4)
£
U
03 .
2
_
(N

ui
••-1
3
en
^
u
.-4
fl
C
0
JJ
1 TJ
03 TJ
X fl
 0
CO in
1 1
a fl
Wl -H
01.
M
Ul JJ
41 3
TJ -4
4)
of
(N >, .
r- J3 JJ
C
- C 41
C — 1 >
0 Ul "4
•-" 4) 0
jj wi cn
O
3 e j=
TJ 0 JJ
4) U -H
Wi . u

JJ TJ
41 0
Z Q
|
CQ ^
X
-*
"N
1
! T:
"J
"^
Vi
O
^
7j
£
0
JJ
1 TJ
03 TJ
X  0
CO U-
1 1
a fl
Wl -H
01,
*4
Ul JJ
41 3
TJ *^
41
of
r* > •
vO -Q JJ
C
•» C 41
C -H >
0  4)
*w JJ
fl
-i 0
> c
J= fl
JJ U
41 4)
s: TJ
CQ O
X -"
—
^j

,,
•^
3
;T
a

•H
fl
C
0
jj
I TJ
i33 ^
X fl
41 Wi
4> 0
CO w-i
1 1
Q^ ^
Otj
**
4) 3
TJ ~t

9*1
*5* Z^ •
i^ «0 fcj1
c
•» C 4)
C -4 >
0 ui -t
•H 4) 0
JJ Wl Ul
O
3 g A
TJ 0 JJ
4) Wl "4
Wi u-i 3

d» C C
000
0 --• -i


^
1
O
0
*"*


Q.




03"



1
*
JJ
U 41
O JJ
fl
r-4 0
> C
JS fl
JJ 0
4> 41
Z TJ
03 -«
X -•
=
,^g

j
! ^
i ^
ji
^i
u
•3
£^
O
jj
I TJ
03 TJ
X fl
oi wi
4) 0
CO «•!
1
1 fl
a •-!
0 JJ
Ul 3
(XI ^
TJ 4)

O >« •
Z J3 JJ
C
•• C 41
C •* >
0 ui — i
•x 4) 0
JJ Wl Ul
0
3 e j=
TJ 0 JJ
0 Wi •**
Wi «-i 3

«• C C
000
O -H -I


«4
en
o
o
1-1


04




J
03


TJ
• H
U

o
.-i
Jj
cn
H
Wi
Z
a  3
LI
C C
c- O O
in •-( •-•


-i
1
0
0
*"*


04




J
03





41
C
u
4)
TJ
fl
JJ ' '
U
O
Q 1*1
X "^
O
^4

: «
i ^
i ;-
11
ii
u
r-4
fl

O
JJ
1 TJ
03 TJ
X fl
41 Wi
4) O
10 u-i
I
fl
1 -H
U jj
0 3
Ul -4
4) 41
TJ

0 -O JJ
Z C
C 41

C W -i
O 4) 0
•H Wl Ul
jj
U 5 A
3 0 JJ
TJ Wi ••«
4) <** 3

•^ -•
0* 0 ~
0 -• -


-1
cn
§
•-4


a.




03


TJ
•^
c;
flj
a
••^
§
fl
jj "
o
O
m ^r
x -^
^
°*j

! «
z«*
i ^
i7
0)

i-H
fl
C
0
jj
1 TJ
03 TJ
X  •
z ja jj
c
- C 4)
C •-« >
0 W -«
•H 4) O
JJ Wl Ul
u
3 S J=
TJ 0 JJ
4) Wi ••*
w nw 3

3I» C C
O O 0
O -4 -H


-1
5
o
o
*^


a,




a

TJ
•-<
O
i^

CJ
c
0
•H
a
p
o.
03 in

c
N

•;
^
3
j1!
1)

"fl

0
jj
1 TJ
03 TJ
X fl
41 Wi
4) 0
W iw
1
1 fl
a •*
0 JJ
01 3
41 — 1
TJ 4)

0 > •
z ja jj
c
- C 4)
C •-* >
O U7 ^
•-< 4) 0
JJ Wl U]
u
3 E JC
TJ O JJ
41 Wl -H
w,  C C
O 0 0
0 -i -


-1
en
o
o
^


o.




J
03



TJ

U

y

3

0,
I
CQ **0
X -<
0
^

.
^
"5
u:
u

fl
c
0
JJ
1 TJ
03 TJ
X fl
4) Wi
4) 0
CO u-i
1
1 fl
a -H
0 JJ
UI 3
4) ~<
TJ 4)

00 >4 •
r-i ja jj

C W -H
0 4) O
"H U Ul
JJ
o s -c
3 0 JJ
TJ Wi -t
4) u-i 3

C C
*" 0 0
0 •-» •-•


-H
cn
o
o
*~*


a,




03*




41
c
u
41
T3
^j
^
£
I
03 r*
X ^
„
-J

.-'
^j
3
J3
^j
«
"fl
~
0
Jj
1 TJ
03 TJ
X^^ .••
cQ
u wi
41 0
CO w
1
fl
1 -H
Wt JJ
0 3
U] — 1
4> 41
TJ

«* .3 JJ

C Ul c-t
0 4) 0
•- 1 Wl Ul
jj
y s A
3 O JJ
TJ Wi -^
4) <•- 3
Wl
C C
*• 0 0
^5 >^ -«H


-4
f
O
o
^


Oi




03



TJ
•H
U

u
—4
Wl
41

>
|
03 03
x *••


-

-H
JJ
•*
--^
U






























































E-185

-------
•9   §
 s   -«
 c   Q.O
 C
 O
 U
T3 01
< C
 -  -51
 i    tn
 u   oi ..
 w  * c















































^
"O
JJ
CO
U-l
O
C
0
JJ
a
ki
u
(A
0>

/
A








n


uJ
0)
IX











«>
u
c
I
g
Q
U







^
•o

JJ
CO

U-l
o

V)
JJ

3
cn
01
(X




jj
£
4)
3 •
rH kl
«J fl
C .£
M CJ
T3
01
tn a.
fl >•
S E-
t3 flJ
JJ >
C/) 6*

5 ,
4 '
^
rtJ
U
*"
c
01
JZ
u
3 >
0
2

(N

* i
0 = vi - M y
jj 2 y O o D
.C 11 •*—« •*-!—]_
w C fl fl fl .J 01 3
-i 3 a> — • 3 y c y
— i 3 > fl C a kj
ki <** — I jZ W .. — t 0) U
0) JJ JJ fl :n U j; -I
•Q c y -C oi "H jj ^
S -H 4) CU JJ 'O **^ *«"* '"^
S'tJuo'o'Se:0
tn as 01 0 s — *
3 o> - in ki tn o
• k)C 3
OI^I4JflcnCfl^-H 0
CSXJ304)fl3flJJa,
1
a i

o -H
M ki
Of JJ
-a s
i-H
o a>
z
>^ •
l% J3 ^
-1 C
fl C 0)
^ -IH u>
o w -*
S 01 O
oi ki «
M

o) o jj
, •
•* ^) W
-H C

> -^4 >
0 « -i
E 01 o
01 u tn
^
E -C
4) 0 JJ
0) <*- 3
a c c
E 0 0
0 •-• •-*

X.

0
o



ft.


5


0)

.^
£

^— *
^,-
jj
3
ca
u ^
X


^*

.-'
—
•^
"^
CJ
^-

,— *
fTJ
^
0
j
i -a
u -o
X fl

11 u
01 0
00 U-
a
ki i
O fl
y> -^
tt) kl
*O JJ
3
crf» --*
^ Q)
(^
^ •
•* _0 4J
-< c
fl C 4)
^ *^ ^
o tn -i
E HI 0
oi ki tn
i^
S -=
01 o jj
0) u 3
a e c
£ 0 0


X

o
o



a.


ca"

i

^
x

*c . , ^
0 OJ
'-t C
y — «
> s
CJ fl
I
CJ "^



•*J

-T
_j
-~
"
-j
^

__«
2

3
'jj
I ?3
CJ TJ
X fl

a> u
01 o
CO »n
a.
kl 1
O fl
tn -i
01 ki
13 JJ
3
of — 1
(N 4)
10
>, t
— .Q JJ
-< C
fl C 01
> -H >
o J- 3
** = 5



c^
f
o
o
^


a,


-3
ca*
0)
c
• •4
s

1—4
^"*.
JJ .
3
^2
Q
6 ^
^j


S

./.'
_
—
^
••j
.^

.•4
fl
C
c
JJ
• "3
CJ T3
X fl

01 kl
cu 0
CO u-i
0,

O fl
m ••->
0) kl
•a jj
3

^i 4)

^i •
... .Q ^
-< C
fl C 01
> ••* >
§tn -t
0) 0
4) ki W
M
S -c
0) O JJ
0) <*- 3
f~H
ace
Bo o
•H ••<

^
T
O
O



a


ca
0)
c

P
fl
_H
^*
X
OJ

a
^ un



?

^'
—
—
y.
"\
^

—4
fl
C
0
5
1 -O
o -a
X fl

01 kl
4) 0
CO >J-i
£
o

JJ C
a o
kl —4
0 JJ
cn fl
4) -H
'O kl
JJ
ao 3
0 -i
in oi

•» ^i •
-H J3 JJ

^ c 
g J5 — i
ki M tn
§_£
JJ
O kl --4

^
f
O
o



cu


J
CD
g
•H
E
fl
^H^
>,
^
JJ
01
£

0^5
X


~J

,'
_J
— ,
•^
J
M

— ^
^
C
2
•- <
1 13
a -o
X fl

01 ki
01 0
CO UH

1

a -2

O JJ
tn 3
0) -4
T3 4)

^ ^ •
O J JJ
-• c
•H C 0)
•H >
- tn ^
-i 01 O
fl ki tn
^
0 E J=
E 0 JJ
W <*4 3
o* C C
000
O -1 -H

\
CP
o
o



Cu


ca*


4)
^
.^
E
fl
t«4
>,
X
a
u f
X



CT
5
—
»j

0
y
"^





























































 I
 cn jj
 oi fl
 u o
 o -H
 M U-l
a, -H
   cn
 c w
 O fl
•H f-t
JJ O
    JJ  fl
    c  u
    4) -^
    U  E
    C  01

    cSg
                                          E-186

-------
•o
0)
3

•rH
•U
C
0
u

     o
Vl  U
0  ~
(A


<  01

C  -H


U)  <
     •• 0
     in -H
     U} JJ
     at t)
     o u
     0 •->

    a -H
       co
     c w
     0 fl
    •«4 rH
    jj a
    c  u
    a> -H
    U  E
    C  01

    cSS






































X
T3
jj
CO

UH
C
0

JJ
a
VI
u
$
O


.c








It



11
a:









U)
JJ
rj

f
u






>t
•o
3

UJ

r*
o
U)
rH
3
CO
CU
a





c
cu
3 •
rH U
UH fl
C JM
M O
41
JJ 01
cn a.
itj x
2 E-
5,0
•a «)
3 a

tn EH

)
rH
o
•H
E
cu
.c
o


0
z
1
o


,-
—
VI
u
1-1
TJ
c
0
••*
JJ
— t •-<
1 13
U -0
f^ (Q
0) M
V O
CO H '-»
0 JJ
CO it)
eg •-»
tj V.
jj
of 3
00 -H


tj C
> C Ol
o •-* >
oi 0) o
Vl Vl Ifl
* e £
O 0 JJ
O H -H

-H
cn
o
o
—I


a,



•^
03



0)
.^
rH
0

a

I'
,
ooa
X

— ^
>*N

.i1
3

i ^

fl
M
0
•»^
4J
*— t '"*
1 73
CJ T3
^*» ^
01 U
01 O
CO <*-
c
0
••H
-J C
a o
Wl -H
0 JJ
W <3
01 -H
T3 Vi
^
««• 3
in -H
rH V
•- > •
rtJ C
> C 01
01 CD 0
U in U)
§_r.
JJ
0 -< -rt

;H
Cf
O
o
rH


a.



-i
03



01
c
•H
£
(TJ
rH
^
JJ
c^
I ^
^J
X

o
•^

vi
—
'^
CJ
w
m
c
o
-r^
«J
rH -1
i -a
0 T3
X U
0) u
01 0
CO «-
c
0

JJ C
a. o
0 4J
01 -H
T3 Vi
jj
•• 3
(N rH
, •
fl C
> C 01
0 -H >
£ tfl -H
4) CD 0
Vi U U)
•» S jC
O 0 JJ
O Vl -H
^^ «W ^
-<
?
o
0



a



-i
ca



0)
•H
TJ
-l
Vj
0?
CU
a,
1 O
U -H
X

^
, ~J

j:
' 3
.1
i i)
W
«
M
0
•~4
Jj
_^ "^
1 T3
CJ T3
X fl
CU Vl
OJ O
cn *<

c
0
•i £
JJ 0
a,.-*
V4 JJ
O ftJ
cn •-«
0) u
T3 JJ
3
Of rH
ul 0)
.. >, .
TJ C
> C 01
O -H >
g CO rH
01 cy o
Vl Vi CO
*» S JS
0 0 -w
0 V. -H

V.
c
o
0
rH


a.



rj
a





0)
rH
o- • •
Vi
M
a
| «•
u -
X

_^
~^j

:i
"3
•Ji
ZJ
M
"0
c
0
•^
4J
r-H *H
U T3
X fl
01 Vi
01 0

0
•-*
JJ
a. c
u 0
0 -H
U) JJ
cu tj
TJ -H

gjp ^j
03 3
O -H
rH 0)
- >t •
13 "^ c
> C O)
0 -i >
e w -*
CU 0) 0
Vl Vl U]
*• S JS
O 0 JJ
0 VI --.

X.
cn
o
o
rH


&



J
aT

V
c
i
rH
>,
JJ
3
j3
•H
E-
i rvi
O rH
X


^^
-1
3
_j
C^
0
U



























































                                               E-187

-------
TJ
CU
3
C
u
 I
Cd
    X
Is
    u  co
    0  U
    7) —I
    c
    •H
    CO
    ••  O
    CO •*
    CO JJ
    cu  fl
    u  o
    O -H

    a. -^
       V)
    c  co
    0  *fl
    •H r-4
    JJ U
    4J  (TJ
    c  o
    CU -H
    U  S
    c  cu
    85














































..,
TJ
3
jj
to

U-l
O
C
0
•H
JJ
a,
u
CO
CU
Q


S.










n


IM
CJ
a:











co
jj

3
Q









~
TJ
3


10




co
jj
3
co
0)
a:






c
cu
3 •
r- 1 M
U-l fl
C -C
M U
•o
cu
JJ 01
en a.
fl >
z e-i
>,0
•O cu
3 a
jj >,
03 H

)
i— i
fl
U
•H
£
01

O


3 .
O


o
,-N
5
O C '-^ — 1 ~"
J J a i i - tj
01 "3 — w -J u 11
-J ™ fl fl fl I* 'J-l ifl
— < 2 0> — I £ O C «- "3
— ' 0 > fl 0 'J-iOS
M IU -H ,C W •- 3
01 JJ «J fl cfl JJ U C
JJ C U — O> £ 01 C.
S — i 01 Q. JJ TJ 01 — E
< !fl U-4 CO — < •-* JJ 0
CO OS CU 0 S -H — i CU
fl  0) •• CJ
G 4
Ol^OlflCOCOflO
o;xj3uoifl£j<«-i


i i
a fl
W -H
0 1-1
CO JJ
CU 3
TJ -H
0)

o >. •
CO -3 JJ
C
- c cu
c •-» >
0 co -j
•-* cu o
J*J ^ w
o
3 g J=
TJ 0 JJ
01 IH — (
U M-l 3

of C C
O 0 0
0 -i -^
-H JJ JJ
^
a^
o
o





3.



^
%
a

cu

o
c

JT

0*

CU
u

•—(
3
X

0
-M

,1
—1
3
V}
01


•H
fl

0
•H
^H **^
1 T3
X fl
0> ^
01 Q
CO 
CU

cn >i •
f«. J3 JJ
c
•« c o>
C -I >
0 CO -H
• H CU 0
o
3 S J=
T5 0 *J
01 U "t
n «*- 3

<*> c e
O 0 0
o ••< -H

x
^
o
o





a



j
v
a

OJ

^
j^
cu
•a

fl
N
j^
1)
a
1 (N
a
X

o
AJ

J^
— ^
3
'.T
a


fl

3
•H
JJ
*-H "^
a TJ
X fl
01 W
CU 0
to «-i


1 1
3l fl
^4 *H
O n
ca jj
0) 3
cu
a*
n. >, .

C
•• e eu
c ••* >
0 en —t
•H CD 0
o

4) kl -H
M 
33
ro
C
X

^
^
(
.T
-J
2
j-j
D
i^,

2

0

_^ -r^
0, TJ
X fl
01 W
D o
CO **J


1
1 fl
Q, -H
W l-l
0 JJ
CO 3
CU -4
TJ CU

0 >. •
2 .a jj
c
-CO"
C -H >
0 « ^
•H CU 0
u

TJ 0 .3
01 U -
u u. 3

00 M ""
0 C 0
o •-• -

— 1
cy

o
Q
^




a.



t-3
*
03

TJ
•^
U
«s

o
-^' -
0
M
Ml
U
d
1 T
2
X

-g
-*«
X X \
r* r" ^
J — — —
— J} '^- — ^
c -J !L — 2 ^>
*-* ^ d*
^ N^ *^
TJ • C S u j
01 — t O fl 0)
fl 31 01 C JJ
E TJ C U M
•i O C 01 01 0
JJ O fl 3> « O •
won --<
cu -* E v< vi fl
X Cu • cu tr
to vfl a< c e o
jj n '^ fl 3 o
co • O CO CU TJ O
0 <*•> in cu JJ cu O
O  
co f. x
1 *J^
a
X

O '
,^ J

,-
^
2*
rf-
•^

1
^

o

_l .^
i -a
Q TJ
^C (Q
cu w
01 0
CO 44

c
0

JJ C
a, o'
V4 ••!
0 JJ
CO fl
4} >«j
TJ U
jj
«^ 3
ro — (
*jp 0)

*•* 4Q JJ
> c cu
§— t >
CO — i
CU 0< 0
u w co

S^gJ
4J
o u •-*
— u* 3
O1

o
o
p^




ft.



^4
%
03







CU
c
2
£
3
u
1 vO
a
X
1

^
3
c
^j
—
o
•J





































































                                              E-188

-------
•u
01
3.
§
*^
»H
I
U




X
i Adsorptior
imatics (D)
•^ W
ca <
Process:
•if ication
tration
al Class
Concen
Chemic









I
(0
ij-i
o
c
JJ
a
•rt
U
CO
X
t
I
CO
JJ
Commer

CO
Results c

Influent
Char.
•o
01
•^ *
co a

3 H
TJ 01
3 a
j-» >•
co e<
Chemical"
.
0
o
(N
L
Ltional results.
1 T>
Q -0
X <0
V ki
V 0
CO 1*4
0
*% desorpt
Lutriation
removal; 5;
resin by eJ
solvent.
+ e js
O 0 JJ
O V| -4
-1 1*4 3
-4
si
§
04
03
m-Dichloro-
benzene
i i"*
a
X
o
(N
L
Ltional results.
?c 1)
« b
4) 0
O
.% desorpt
Lutriation
removal; 6;
resin by e
solvent.
o § 5
O M -»4
a.
0
0.
oT
o-Dichloro-
benzene
1 00
Q
X
O
I
Ltional results.
1 -O
Q -0
X <0
4t W
4) 0
CO iw
0
>% desorpt.
Lutriation
removal; 3'
resin by e.
solvent.
O W -4
•H 'JJ 3
X
S.
0
r-l
cu
03
p-Dichloro-
benzene
Q
X
o
Ltional results.
1 T3
Q -0
X <9
4* H
41 0
0
'% desorpt,
Lutriation
removal; 6"
resin by eJ
solvent.
O 0 JJ
•H 1*4 3
i-l
X
al
o
-
03
1,2,4-Trichloro
benzene
1 0
Q ~»
X
tN
;e XAD-4 used;
regenerant. Less
:han carbon due
lerability .
•-4 41 41
U 0 ~« 4)
41 JJ JJ V*
4 41  XI 0)
cu a o oi jj
5 x ^ * a ^
c li 2 a«
0 -44)
•H •V U W
jj in • v vi
a rH JS JJ .3 •
hi • C7> 
0 O 3 TJ 41 O •
CO 0 — ' O 03
•D 0 Vi > O
>o jj ^: jj >. j; ro
JJ "4 O CT> CT>
•H -4 fl HJ C 0 -1
 >-4
fO JJ (0

^"§
i xJ O
41 »H
O X
CO (0 03
JJ O
Li U) •
o 0 in
Cb O V>
10 O fN C^ *& CO O J^
j3 w infl3^op^*^r^
J SCOf^OOiNO^
jQ lO-^OOOOOOO
3 co JJ
w "c
4) --4 £
**^ CO t Qi O vO (*1 ^4 vO O fN
JJ4)J^3 b8 14
JJ "4 E (X
o 4i c cPscEfr-e-Se-z
W J 0 1J
•o j o c
"S
JJ
M
JJ&
0 41
Z >-i
M
-
II -1
0 •-* -^ JS 1 •
W -^ C X JJ -4 — .
Jjfr«3 "Q 'O4ICX
-i 2 e jj 01 a c E fl z
C£-> CW— (0 iO )>i S
•H~M(04)4I4I WJJ~*
b U^JJJJC^-.JJ4I
f< 0) £ & 10 -H -H >H 4IJJ 41
ICJJ 3CE>,'HE-i >, ~4 L.
tNiJflJJiUZ— f)>,_
X
                                           E-189

-------









X
_ c
l(continuedj
n Adsorptio
omatics (D)
i •* u
Cd w <
U * c?
•J •• 0
SO) •*
10 JJ
&* 4) tl
O °
2 iw
& -H
CO
C (0
0 fl
.»4 c4
jj CJ
TJ
Ll -H
JJ IT)
c y
01 -H
y e
C 0)
O -C
CJ 0






lu
0)
a;


(0
c
0)

I
CO
o
Results

^
H c
•o a;
3 3 •
jj .-I U
C -C
MJ M CJ
0 -a
C 0)
O 4J D
•-* 1/5 a,
jj n3 >!
Oi 3: 6-1
•H
1J ,
u >,o
w -a oj
0) 3 CU
Q JJ >•
(0 E->
y
g
(U
0
IT) .
0
z


1

~





JJ 07
0 JJ
c c
tj
O -H
c e
O aO
jS «) O — l I  ^ -u
" C « W 3 C.
0) — 1 O H3 P-. X 0 £
jj «-i •-( J 2 Q Z -H a;
o« a E*a;aci,E-i
2 T3 >i C




•

















1 (N JJ
O 'H C
X O
jj
0
y
































E-190

-------
T3
0)

C
0
u
a
 C &4
 0 ~

JJ  CO
 a  c
 w  0
 O 03
 to  u
73  fl
<  U
    0
 c -i
• *4
 CO
 0*
        c
     .. o
     •J) JJ
     Ol fl
     O CJ
     o •-»












































>>
73
jj
CO



C
0

u
a
o
^
$
Q




f
•MM








ft
n


W-l
01
K











CO
JJ
e
01
E
Q
o






•o
jj
CO

<*•*
0
CO
JJ
l-«4
3
co
01
IX





JJ
c
01
3 •
rH Id
>W fl
C 0=
fi O
73
0)
JJ 41
cn 04
fl >.
2 e-
>»y
•O 41
3 Q.
-IJ >1
W H



\
1
fl
U

E
01
Jp




o

vO
T







•
CO
JJ
*Q — <
~* 3
1 CO
Ct* CU
X W

41 W
01 O
CO t4






















03
Cu
a
CN
.
O




3




j





8
Ul
0
«H
O
E
0
j^
03-


1 *1
Lu
X
O
nj
-0 -i i
1) 73 >• 1 1
V) .C £J 0 'C
3-0 » jJ U — C
01 11 01 fl — fl
•a c E i o
30 01
™ —1 jJ • 73 *•« 01
1 O 0» U -H >, C
<; C CJ 4) Wi -C 0
X •-* fl -C 0 JJ JJ
„ 1 JJ -I 4) 0> •
0)jJ4i4).Cg(J4)
•Jj c c o fl c
'£ 4> fl ^H % i o
iy>JJ>»4IO>OIJJ
o>~<,co;cC734>
OjoOIJJOlO--'tJ
§ CO CU 1) I-H JJ U fl

>, 1
1 iQ 4J
41 C
•o c at
•H >
o* in -H
CO 0) O
 u-i O
O •-*
S C JJ
01 O fl
Ul -^ -H
JJ W
90 a jj
O M 3
0 O "I
^ CO 41
a,
a
o
o
^4




&



j
,
CO




E

0
U-l
0
e
0
^4
a


I fN
Cb
X
( ^
T







•
U)
JJ
vj3 -H
•"• 3
i in
i. 01
X U

01 M
0) 0
CO ^


s •

3 \
'd 01
J3 (5
•H
-H CO
••< v
-o
cr cn
41 id
3
*
E ><
Cu JJ
Cu -~*
o

to S


1 rn
i,
X
(N
m
i ^ s — o
^j -^ Cw -^ O O
T1 1 • T - C -n O
01 W — < li O — •
l-i DV>O 3O-8\-3
u-1 — -, o
7) in 4i
4) CJ *J S (N O O •
CO •^Qif>>J5't3|J?E
3 73 fl Cu C Cu
•OICT* »jJT3JJcu
g jJ JJ O • fl fl
flCflOOU - O
4>flSOr*> C'^£"JO
JJW-HO Ofl'Cufltf">
cooijJ-H^o^acrr.
Ul
-H C
fl 0
JJ 03
0 W
JJ fl
o •
son
Cu U 01
a -o >
-^ > 01
V OC ••H
£
^ *O CJ
0 0) fl
JJ
JJ fl 41
C C 03
41 -H
3 U 73
rt 0 *••
WH ^ 3
*< OS 0
U U U
s
Cu i co
0 Cu -H 1C
jJ W 73 0 O
O 0 4) i- 03
O O •-* JJ 73 U
O Q 0= fl >i fl
-H r- o s JZ U



i-1




a.




i
a
1*4
0=
c u
0 fl
03 n 0)
W • JJ-* 73 - •
fl 4) •-*
a e- *



a, '
X
-M
r-1







U)
_)
C
T 41
E
1 E
i, 0
X U

01 U
4) 0
CO >*-i
-t C
fl 0
vj ^
0 W
JJ fl
o •
E 0 73
04 W 01
CL ^i >
-I > V
V — — t
oc
U- 73 U
0 41 fl
jJ
JJ fl 41
C C 03
41 -t
3 U 73
»H 0 —«
(^ f^ 3
u- or o
H U Cj
CU 1 CO
0 Cu -i 1C
JJ U 73 O 0
O 0 4) U 03
O O -t JJ 73 V4
O O OS fl X fl
-t r- o c or o



>^




a




E
W
0
U-l
0
Lt
0
-H
J£
CJ


i in

X
„
*?







.
'Ji
jj
*fl -4
-1 3
1 iO
a. 11
X u

01 U
01 0
03 .
e *j
Cu -H
Cu U
(N fl
Cu
JJ IT]
< U
03
Cu
Cu
-s
•
**4



3




_;




E
u
0
U_l
0
u
0
i— *
^
O


' ^D
Cb
X

»^
^J
—
_
mJ
J





































































     JJ  O
     fl
     c  u
     0)  —<
     u  £
     C  01
     0  0=
    a  a
                                                           E-191

-------
C
O
u
s























„

_
r- fa
•— _ _,
Q

jj "1
a. =

0 ^"^
C/) ^*

< S
u
C —i
•-4 fl
CO S
l»
a
c
•• o
« -H
CO JJ
41 fl
U U
0 •<•<
U >4-l
0- -H
v)
C CO
O fl
jj (J
fl
U — 1
c o
4) -H
U E
C 0)
0 JC
0 u














«
2








CO
c
41

E








>,
TJ
3
CO

uj
0
co
4J

3
to
41
a:





jj
H c
TJ 41
3 3 •
CO t-i fl
C -C
-u
CO TJ 41
oj 3 a
a jj >
CO H



J3
r-l
fl
.£•
E
a
_c
o

fl .
o

O ' O O • O I ^J C C O -3 O
T | T ; -r ( T -i -J • ^J . ,-N T rr ^

: I ' .' : f = I
i


.
en
ij
t£ *—^
-H 3
i ul
fa 4)
X U

41 l-i
41 o
CO 'J-i























j3
a
/•y

*
n


3



j


1
0
,•4
JS 41
U S
0 fl
£ J=
0 JJ
W 41
ja E
"H 0
a w
.' r-
•£•*
x



.
i/i
jj
v£ —4
^ 3
1 CO
fa 01
X )j

4) ki
0) 0
CO iti























j
a
a

CO
(N


3



j



1
0

J= 4)
U C
••* fl
a £.

.
C/J
JJ
V^ f*4
'-I 3
1 CO
fa 41
X t*

0> l-i
41 0
CO >"























j
a
a

^
(N


3



j



1
0
rH
Si 41
0 S
••^ fl
a s.
1 JJM JJ



.
CO
JJ
\Q m H
^~* 3
1 VI
Cb 4)
5^ IM

4) Wl
41 O
CO U-l























_Q
a
**!,


u ^
•H >
Q J=
i jj
i i ™* IT


to
JJ
c
01
T C
i i
fa 0
x y

4) U
41 O
CO «-i
CO
-* C
fl 0
jj .a
0 u
jj fl
u •
e o TJ
a Wi 41
a TJ >
1-4 >* 4>
v .e *
_;
WH TJ CJ
O 4) fl
jj
JJ fl 41
C C J
3 U TJ
-. 0 -i
U-l -H 3
>" JC 0
U O O
1 V)
O -tIC
jj l-i TJ 0 O
o o oi 1-1 .a
O O E — i JJ TJ i*
O O 04 M fl >^ fl
*-• r> a. j c — o


w



V)
JJ
c
41
 0)
1 ^3 >
41 ^
TJ C O

a»> U)
<*> 4> -C
r» vi jj
•H
- E 3
-. o
fl U C
> u^ o
O -H
S C JJ
01 O fl
.. V? ^ U
1 w a ^
,,'
«j
c
11
(N g
i S
fa 0
x o

41 u
41 o
to ***
jj
C
>. 4)
| J >
41 -H
TJ C 0
•- c CO
«p CO
m 41 £
in u *J
.^
- E 3
rH 0
fl W C
> 'J-i 0
0 •-*
S C JJ
0) 0 fl
JJ '» jJ :-.
a* Q, J- * a JJ
O Vi 3 O i4 3
O 0 — i C 0 .-*
r-J Ul 01 — -J) OJ
ja -3
a<
^

0
o
^


a.


a
^,

o
o
'-


a
jj
c
01
 a
i ^ >
41 —i
TJ C 0
•H CO
of CO
ct 41 J=
u"> IH .u
•H
-S3
r-l 0
fl tl C
> *4 M '
crt i *o ^J *^
w
L^ ^^
-< 3
1 7)
fa 0)
X 1-,

4> 1-
0> 0
CO «J























j
a
a

£
"•


3


f i •» i . J
a.




41
TJ
01 -H
C Vi
4) 0
-^ -H
>< -C
'-f OIKN H I IN 41'— y
- ol « ol - 0
"-1 *" ^ ui"1 u
-J --I
ta<
a


i
0
W 4)
0 C
-H 41
.M '•*
u TJ
fl fl
, . j
23 ' CQ
i

i
0
u
0

.= 41
0 C
fl fl
X -a J rx .2
4» 3 ! i -J
1
0
)*i
0
/^
„—


i
0
u
0
-. 41
— c
O 0) 1 U O
••0 C i fl <-•
)•* .15 f ^ >-
•iJ -C
CD -J
fa1 2 w ^3 T* "1 1 &H .11
w _^
3 -»
-J CO I -J
CO CO T S
fl 41
C -H JJ J
£ 0> £. W
3 CP 0
^H fl — ( 10
0 -H 4) ^3
U TJ -C fl
0>
C
1 -H
JJ C
fl —(
4) fl
U JJ
JJ C
0 tn
VJ U C
0 Oi

01 01 41
O, g CO
ja
a
a

in
tn


3



>-}


01
c
1 fl
••* £
U JJ
6- 4)
i 0
"H kl
- 0
*-j --i
41 JJ I » —
&• 41 j ^4 cj
I 20 ' ' 3"i ' C ' — ' ' •N ' n ;I|TT ''ul
x ' x 1 x x x ; x ! x: x


                                   E-192

-------























^^
X
***
^m
o i
-H
** tn
— Q. c
•0 * 0
oi o .Q
C lOT
•^ *^ TJ
JJ < 0
S °
8 $1
tn x
—• 41
u *..
u c
J •• 0
CQ in -H
< in jj
£- 01 IT)
U 0
O -H
ki it*
0, •-*
c tn
0 fl
•H -H
JJ O
fl

JJ 

g
o
u





>,
73
3
jj
W
>M
O
V>
^JT
3
in
«





H c
73 41
3 3 •
4J r* U
w <« m
C J=
>M 1-1 CJ

C 0)
0 JJ 4)
•H tn cu
.» itj JN
Cb 3 H
•H

O >i°
S3 i
Q ^ ^
co H
.a
|Q
U
s
41
£
U

•D .
O
z
0

I E
U IT)
!N
1

0) 4> 1
JJ C JJ
u 4) n
C7> C71
3 4) -Q --J
o as ^ tn
v, a
E — r«
Qi t-i ro in
t7* JC
^x -*J ^Z'
 fl
1 CO ^
3 -0 *<
0 vfl 4)
-t ^4 JJ 3
Cv, «- fl 0
0» O -HO
-wo -in
fl in .
Wl CO fN <-l
01 vO
c
01
a>
0)
o:
CO V O
•-• o -o
^^ ^5 m ^^
wo1* CN r*
•^ ^X vO
> u *a 4J
J3 ^ (U C
0 ^ *O TJ ^J 4J 3J
•waicx in flU4j3
g 3 fl Js P-I 4> k,
> n o o ai fl flu3o
fljr^yfli'^ Q O-wUin
























vO j"
x" 8



.
en
jj
c
0)
(N g
1 E
Ct. 0
x y

Q) W
4) 0

1
E
0 JJ
U C
N. >, 41
3 a >

•H C 0
fl 0 i/l
> -H X,
0 JJ 3
s a
4) l-i C
*- 0 0
tn -H
41 4) J-»
4J T3 fl

-------
w
J
          C
          0)
         .c
      * ffl
^   0
 2    w
-H    -1  0
 i     vl  £-
    C
 ••  o
 in  •-(
 U)  JJ

 u  o
 o  -H
 u  vu
 O.  -I

 C  'Jl
 O  fa
•H  rH
 U  CJ

 i-  -H

 ~  O
 01 -r.
 o  s
 C  0)
 o -c
a  a












































>.
•o
3
JJ
C/l


c
0

JJ
a.
Vj
O
in
01
a

£.







11
2













in
4J
C
01

, s
o
CJ




^
T3
3
Cfl
U-l
Q

cn
.
3

flj
K





jJ
C
ai
3 •
rH U
C -C
rH CJ
•u
01
JJ O)
« a,

3 E*
>,cj
T3 0)
3 Q.
-U >i

)
HJ
u
C
5

a

TJ .
O

o

CN


(N ! ul ^^
%~
1 1 V
• C — i 0 1 C
TJ . -; O 0

•J) ~" JJ "u 0 0)
3 -a oj — i cj
o) *"^ ^1 ~ Jtl
-M -3 -a c u
13 01 ^8
3 — ( •* ^ »
< U 0) >. 01 01
X C C JT C C
•H O -J 0 0
0) 4J ^} J^ *J
-< a) ai s 01 ai
•H JJ U U O
p^ C (T3 » (fl ifl
U 01 1 W 1 1
O) > 
P- Q — <
JQ 0

C fl X.
003
.-4
JJ S C
U O 0
3 W •-<
^ ^ ^
ki 13 -^
(U U
40 J3 -^J
O I- 3
O 0 -i
— i 
• ai
o
C (N
0 &\
O -1

•U 1-4
C 0
0) 'J-
3
pH f^
*W Qt
<4irf Qj
OJ
^ fN
(Tj *
c o
•^ i
Cb O
a, ^
a, \
!N o
1 0
0 r*



a,


j
^
CJ
in
rH
u
0
rH
"o
0

^
.^
4J

3 T3 \ 0
0 3
r— « JJ
<« 0 X
•r4 -H
VI JJ *J
3 o n:
034)
3 n hi
S 0) Ol
•H U
4J ^
c e a)
0 0) tfl
U JJ T3
U] 01
C X M
M  Q <
0 < \
U3 X 3
f
in
(N
i
r*4



J



CJ

in
CN
rH
^
0
-I O
U 
-------


•"»
OI
3
c
,^y
4J
e
o
y

i-t
i
u
u
a
c^












c ^
o n
•^ *^
jj
a o
Ll 0)
o -o
01 •*<
•o y
*" "2i
C 01
•H 4>
01 o,
V
06
• *
C
tfl •-«
01 JJ
41 in
y u
0 -H
Q, -H
01
C 01
0 ^
JJ O
Ll i-H
JJ IT]
S 0
y s
C 01
86















































>,
•o
JJ
to
U-l
0
C
0
• *4
JJ
a
LI
u
01
£!


e
j*









i
*?
Z












0 0 £) :0 o
:N

i : i s i i r i C, , =
1 1 ~
• c -i 0 i ;j
•a 41 >• — * o .
aj — — ^: - "
oi jj y o )=
3 T3 0) -i ^
CJ '*^ D — "^
. o> oi
X C C £ C C.

01
JJ
c
01
1
u




^
T3
3
jj
to

u^
o
01
jj
3
VI
01
QS






jj
01
3 •
ri Li
C «C
M O
•o
01
JJ 4)
01 a
(8 N
2 e-
>,o
*O Oi
JJ >
W E*

|
4
*H
*0
u
•H
£
OJ
,jC
u

TJ .


o
z
•H O JJ O C

jJ 01 41 S 0) 0
•-! jj o y y
— * c  01 0) 01 £
J3 '-t C JT T3 U
£ O fl JJ •-" 0
< 10 JJ Oi Li u
•a
0)
a
Li C
0 0
in — i
4> JJ
•o *
•*^
41* l-t
CH -iJ
on 3
^
.. 41
C
O >.
•-< J3
jJ
y c •
3 -H JJ
•a 01 c
01 01 01
L4 Lj >
iiH
o» E 0
O O 01
0 U X
-1 
H J3
jJ
U C •
3 •-! JJ
T3 W C
01 01 01
Li Li ^
*H
-•SO
O O VI
O Li X
-H HJ. ?
a
a.
a
0
•^


a.



»
CO





01

H
N
TJ
^
UJ
<
1 ^
n
X X
H ou-H»iw — 'n m L,
^ yi i) *o cj "~^ ±j *o « j-j • '
M -'OWC't3^3-<'D V5W - •* •
^KCJ'TJ (^ "U t/1 uD U 0 V> C
j^ijj -eccn^i >w c
CO » W4 g 0 ft! ""^ t/1 'O £*
(Q  *^ t^n 01 GO 'O "^1
ajca)'*w>> • o • o

iJ 0 OJ O* 0 >* 3 ^H v> 0 ^
c > o a: L, jj o -1 o
> 6 *J a - > iHsrcjaa1*4
-^ w y o — « cioo W-H
041 OIOIOCOSO— i-HOOfl
jj i >
«t y E i a e
jr i oi c c a, n-i o>
JJ 0 Li 0) 0 04 C Of ^ ^
WO--t.S fl X41>i
JJ 0) T3 V JJ Jj, 0] 41

y I*** oi x ^* LI T3 oi oi *H
••^ 3 E 01 01 0 01 *^ JJ Li JJ
*o 0 *^ t? c7* 3 (Tj 41 y
- U -U O) 01COLi^4l
•^ LI 41 oi o y ^ 2 >j|>' *
^ LI o cyt Qn ^ c *J^ £
Oil 3 u-i fl rg t: 11 — t 01 0
•H 4! 'J-* jQ itltliTlOlOICJJLt
T3 X 0*01 D Li 03 0 t!
3 JJJJ— 4i4t3Q! a, C O
JJ 41 3 3 01 > 0
OlJJOO.01 C — i v< T3 01
•-* j3 — s • -H • oi a •<-* jj
C ^ tj 31 0 C it) ^ > 0 'O TJ
EL, 3 CO E JJ ffl - -^ Li
301010 3C *J •-« > OJ
^H ^ CO W 0^ ^ '^ O CJ 0 C?
0^4) -^T C 0 fl3 *N 
"^4 ;Q
y c •
3 — 1 JJ
T3 01 C
0) 01 01
Ll W >

90 E 'o
o 0 tn
o ^ >s^
-1 *4 J

a
a.
o
o
^H


a,



»
03


F-4
^
JJ
3
a

a M
1 41
TT JJ
» in
(N 41
( ^<
n
x x
4*
x

0)
JJ
•H

U
01 T3
jQ 01
1 I


0
JJ
•a
01
u
3

01
Ll

y
^
0
u
•
JJ S
c a

3
"« O

(u f-^
U v
0 O
o r- e
^ft f^J Q.
^^ c^
o a o
rg a eo


M



3


1
01 1
Ll —I
jQ

C 
-------


•O
CU
3
C
•H
JJ
C
0
y
*•*
i
a
u
J
2
6-1













C —
0 "3
•H «^
JJ
CU 10
M CU
0 T3
CO -H
*n y
< -H
JJ
C (0
•H CU
en &
05

C
" O

co jj
CU ,
•a
3
jj
CO

<*4

c
o

JJ
a
•H
U
y
1








to
jj
C
CU
S
0
U





•u
3
jj
CO

1*4
o

U)
JJ
"•H
3
CO
cu
OS






JJ
C
CU
3 •
^ 14
1*4 flj
C .C
>-l CJ
•o
cu
jUi 0}
U5 Q«
u
T3 CU
3 a
jj >.
tfl 6-
J3








y
cu
O

nj .
O

z
o
i/N
^
rO
(N
^
' -c
J
' 3


•
4J
cu
T* §
A §
X U
flj k4
4) 0
TD

•2 «=
0 0
CO •-*
CU JJ
.^
of W
T 3
»™^
•» (U
C
O >•
•-< J3
JJ
y c •
3 -H U
•owe
cu cu cu
14 U >
^•H
* e o
O 0 co
0 14 \


J3
CU
Q.

0
o




a.



ca






£
a
1 ^3

1
a
X
cu
Jj
^
^
cu
1


0


73
CU
u
T3
CU
14

(
y
c
o
y

•u -Q
c a.
cu cu
3
^ O
VM •
*M f)
d] v
a
O Oi
•
(N O
1 O

• cu
o a. 



M



b


•O U
c o
fl rH
A
c y
-4 fl
-u cu
c cu
U X
1 F-
X X
il
a

i
a
3
cu
Jj
r-(
W
CU
1


0
Jj

•o
cu
y
3
•a
cu
M

•
y
C '
0 jQ
y a
a
C fN
CU •
3 
-------

^^
•o
01
3
.5
JJ
0
^
1
-^
_:
2
^















c
0
"2
aH
0
•O 'H
< 0
to a.
01
c
.. o
(fl -t
co jj
Oi us
8^J
U *J
a -H
(0
C (0
0 ITJ
•*H ^H
JJ CJ
TJ
Li ~-l
JJ it)
C U
u e
C 01
0 —
a a
2£










































>*
3
cn


c
0
JJ
a
•H
O
CO
0)
o











71

c
01

o
u






^
*n
3
jj
<4j


rrt
^

_
(/]
j
K






4J
C
OJ
c .c
W» I
u
T3
01
4J U
01 a
TJ >
2 e-
>,<->
•O 0)
3 a
jj x
05 E«


.0









p*^
ITJ
o
•H
£

^
CJ

iTJ .


0
Z
1 1 ,
""* '.y;-J";'" "7 5"5~'~ "
; 5 i' ~ ^ - 3 n w ;, * % ' ~=
s > • •
O • > Ll
.-02-11
^ — i  O — I
Li 01 iTJ C
-H Z 0
tn O a» 01
e -o
c LI a oi
oo a jj
••H V O TJ
jj ^" i in oi i
a i Q LJ v*
Li O < 0 J-1 <0
0 < X JJ 0)
co x r> LI
T3 • uj i ja
iTJ W O - Q
01 • • < S
LI jc o > x a
0 **J ^ * Qri
0 '*4 CQ
Q* (US • O
a ui JT un
* C • C^
 0 *J
-l T3 LI

> • 01 -u > en
S 01 r- JJ jc -3
a "* 1 TJ ITJ OQ O
^ a oi oi LI
JJ CJ <4 Li Li i£ ^
< r(J X U ^ -H JJ

g Ll
ax
O 03
O
CT> . -l
Q T3 X
< C Oi
?^ *fl
i^0
« »«4 ^H
°) "g? M
\jfl *T3
•w 3

a >-
U) JJ
JJ TJ H
< 3 U

S Ll
a
0 ffl







j

CJ



1
^
o
c
01
2
a
Cfl
—
a
1  01
jJ — 4 -Li
W Li S3 — l
fl 3 3
2 a un c*



0
jj

TJ
01
CJ
•3
"0
Li

,
CJ
c
0
0
jj S
c a
oi a
3
*^ uO
Uk4 •
IM O
U v
e 0
tfl
22 1
*» -H S 0)
o x a £
 JJ jJ 01 0 JJ
woic -;^cajc»-«a)
~4 Li
• 0 >• •
U C JJ C
c a M -i
0 -= >< (fl
u a <-< oi
jj • a*
c a LI
0) a T3 TJ
3 0) — l
••* O -X 3
u-i . g cj
U-. CM •-! •-(
W V -H JJ
c °

'w v •"'
*« FH e 01
o x a —
-• 3 a a



M




D



PH
0
0)
J=
a.

0)
c
•H
Li . , ^ ...
ffl
1 ^"
^
X
£ 0 0 ~4 01 £ U
< 5/5 a T3 >-• U iTJ





1
01
T3 W
>i C
0 >
r^ c -H
•-» 0
-. tn en
C 4) X
0 W 3

JJ £ C
o o o
3 Ll •«
13 tu JJ
01 ITJ
Li 'O '•*
CJ Ll
*• J JJ
C L, 3
C C -»
»-• * V5 ^)

j2
£
o
0



cu



J
^
CQ


^_^
1 0
<1 C
1 01
0 J=
LI a
0 -i
-H >t
r* —
CJ JJ

V £
1 uf)
^j
X
^
0 0)
U -"J
•H
C — i
•** Ll
6 JS
s 1




c •
0 J2
•H — *
JJ >s^
a -d
Li — 1
o
w r»
O
0) •
^P ^D
TJ
J£ CO
TJ TI
U 3

0 JJ
Li •-«
01 CJ
N ITJ
a
JJ ITJ
< CJ

& f^
a jj
CL i^ tjij
o d "s1
tn a








D


0
c
01
JS -t
a cj
O TJ
LI Z
0
rH of

a -•
I X
e s
1 vfl
k>
X













































•



















E-197

-------


•o
01
3
C
•^
0
o
^
i
u
J

*s?
g^
















c
0
JJ
a
0
CO
•o
<
c
•H
to
H
tw
•H
CO
CO
fl
U

fl
y
•^
E
01

CJ
'4*
5








































~3
JJ
o
c
0
•rt
JJ
a
IH
U
u>
CU
Q


f
£





















CO
JJ
Commen





^
T1
3
4J
CO

n .
Q

(/)

4
^ .
C/l

fltf




1 1
'Influent
Char.
TJ
0>
JJ 01
co a
fl >•
S E-
>,U
"3 4*
3 a
jj >•
c/J 6-

I
1
^H
fl
O
•H
g
01
j;
u

fl .


0
z
o ''-
.•N !n I.-N •& ~j ,-N ;- '^ —
,' TJ ' '— , 3 H > 31 "t
•*J i ,' • c -• 3 • ~
"""?•— , 'tr "2 • — —, _ ^ i i
5 fl n i , a ^ 5 .: — c ,~ Z i ' -
. 2 2 "° , £ -" , -: "r 3 ,1— . . =

' '"" 3 ^J3 -»3^ L.—J
•C fl a " ' '"' "* : -s *r i -J z

! 1 73 31

CO
JJ
c
0)
in g
x 8
0) U
0) 0
c/j <«
T3
0)
M C
0 0
CO — •
01 JJ
T3 fl
•H
*» M

•*4 JJ
Jj
U C •
3 -H JJ
•O CO C
0> Ol 01
w v^ >
f~4
df e o
a t-t ^
r-t ^ 3

a
a
0
o


Oi



fcj
^
a

i
o
g
Q
U
jQ
•H *H
Q 0 3
X U •
OO JJ
cu —i m c
JJ JJ 03 fl
•H CO 1 W
-I 30 01
L* fl O C
CU U CO 01
§ * 0 0
< (N JJ 1-1

1
j3 j^
p-l fl
0)
vA U
• jQ
in
to a
fl a
3
l/l
>^
•iJ 1^
•H
O m
fl 4-1
0.1 *W
fl X •
y co jr
~« CJ1
COS
•H 3 0
tn cu u
Oi JS £
a Q, jj
£ i*i
a i
a - 
*^
x
a

Q
i a:

^ •"* 3 i, -3 «j -3
-1 1
CJ C
en
jj
^*
01

X 0
X O
CU I*
4) 0
"3
H
U C
0 0
co — *
CU jj
•U fl
.-*
*J* JJ
in 3
r4
.. a)
c
0 >.
• H jQ
JJ
u c •
3 '"^ JJ
"3 CO C
01 41 01
L, ^ >
^4
«*• g 0
o o co
o u x
r* *j 3

a
a
o
o
»H


0-



j

m"

i
0
u
0

f-*
u
•H »-(
Q 0
1 C

• JS

-J X £ = •
C
CJ
in s
x o
CU ^
cy o
T3
1 .

0 JJ
UJ C
41 CU
T3 >

* 0
•vD CO
r- X
J
.*
C C
0 0
•- < --^
jj jj
O fl
3 •->
^ W
cu JJ
M 3
^
o* 41
O
o >.

J3
a
a
o
o


0,



•J
^
CD




rH
0

JJ
a
fl
2
1
02.
1 -H
^ — 1
X
3 Ot 3D
01 -H £
4J 0 .-, O
•-4 o i- i — a o
cy E x jj
J3 cu
= o x a
< oj 3 3

•-«
0 0

* 2 Tj
TJ > O JS
41 • a jj
O 03 fl 1)
3
*O ^J CO JJ
01 1*1 fl C
M 3 41
U — 1
• 0 is O
U uw JJ •>• i
C -^ 'JJ C
o E y •«
a a jj
jj fl us
c o u • u
01 — ' 0)
3 ^0 C X £

•*•< O CO ' 31


3 -J W

£ O 3 CU CO
1) fl ^0 3> fQ
a <** o o
— ' 3 — i V
u C 10 ^ CU
«M a a 0 ui
CO g 0 ^ 3
t
c
•H
0 en
JJ 01
'O W
t3 01
41 X JJ
u c c
3 -H CU
T3 iH J3
cu i w
U CO O
co co
. 0 "O
U U fl
c u
0 CU
u > c
J3 0)
JJ 1-1
c g >.
oi a JJ
a a en

uw in — i
>** l 0
u -< a
£ O
a •
a •

f_J
u c •
3 -H JJ
*O 33 C
01 0< 01
U 1^ >

•» g 0
O 0 CO
O U X
r-( HJ 3

S
a
o
o


a,



T
w
03

1
0

0
— *
f?
U — '
fl O
JJ C
c cu
01 -C
£U Md
1 <*•

X






































*



















E-198

-------






























.-^
X
"•^

c
-^ 0
'S jj <•»
3 0< *
c »- —
•-t 0
jj tfl Cfl
S < 0
8 i
•Z- c oi
_, — i £
V W 04
w oV
TABLE
Process:
>if ication
W4T
C (0
0 fl
•H — 1
-U CJ
fl

JJ fl
c y
0) -H
y E
C 0)
55































































><
3
JJ
to

C
0
H
a
H
W
y
2


j;










1


'*4
£)
a:












C/}
AJ
c
§0"

o
CJ





^
T3
3
AJ
t/5
^
t^j
0

JJ
^
3
cn
01
at





Influent
Char.
"O
Ol
JJ 11
(0 Q,
fl >,
2K 6*


TJ Ol
3 a
JJ >•
W H




^H
fl
y
••^
£
Ol
»c
CJ

.
o
z
-n
'N

7
• 5>
•— 3
01
(fl — <
3 0

^r fl •
I £ 10
a jj 4J
X £ S
i.
01 ^J 0!
.u e
•H 01 Ol
(^ c 0
U 0 V
flj JjJ V^
4 01
S y to
< < fl

1
a

o
*
~4
V

Ij
o

•
y
o
y
•
4J ^
C OJ
3 (U
rH •«"»
*** .£
^u cj
U ti
1
0
o



Q.



J
CJ*







r~4
0
c
 ^
'n .^ \4 ^"^ (^ ^^ ^ {^
3 03 D C II £ C
)M 9H ^, X U
TP £ 3 in i, i^> O1
( 0 4J • * O1
o w y^4^H(S;a) Wt
«C >4- fl 1 CJ C
X 14- m fl oi o «
lj 3 • Z C 4J fl
01 01 C O 0 01
4J 4J fl iP *J CJ t3
•^ (Q g ^p O 01 ^ ^
*•« s c • y «)
U 01 < — I — ( fl 3
0) jj c 1
J3 U] *~* *H l/^ £ in r"H
£ fl O fl * Q* • O
<3 c -u o a -< c
S
a
•
n
1
O
•
^

U-l
0

•
y
0
y
•
•tj *n
C 0)
/u ^
w ^
3 Ol
«>-4 -H
tu ^
vw u
U fl
0
m
i
O £
o a
tn a,



M



3








i«4
0
c
V " ' '

a
1 ^0
^ *^
X
iro
^1

id
n U
- "U
ill • >• •
1 C» *^ ^™ ^J
a D a; c
t, 73 fl
§3—11-1
4-1 IQ OJ
w y £ c
iu <0 lj 01
u- 0 O«
U 3 
01 C U
JJ fl dt
fl £ ^r tn
3 ^r fl
01 C
4J -H E T3
to w w 01
fl 0 fl W
3C u 2 3

0
JJ

T3

y
3
*o
0>
M

•
y
0
y

jj •
s e
fll o.
3 a
r-l
t44 (/)
VU (N
U v
1
a
o
0
o
m



M












(—4
0
c . . , ...

JM
a
i r»

*
o
(M










*
to
c
01
in £

x y

01 M
oi o
W J
m 3

.. a>
e
0 ><
j^j
y c •
3 -H 4J
•O W C
0) 01 0)
^
oo e o
O 0 «1
0 ti \
^ VW J
a
0
o



ft.



J
03*



#—^
0
c
•H
y

0
w
(j
a
1 03

X
c
CJ










•
JJ
c
o>
m 6

X 0
x u

01 U
0< 0
en u-i
T3
JS
ti C
0 0
(0 -H
01 4J
*O fl
•H
*• U
O 4J
\D 3

.. 0)
C
0 >.
•H J3

y c •
3 -H JJ
•owe
0) 01 01
rH
§Q
(0
O M X
— i u-i 3
a
a
o
0



Q.



J
03*
1
O
5
y

W — 1
E* O
1 C
MP 01

,3.* a,
» 0
(N U
i CN
X •-•
X
^
^



• ~i
V 11
£ »T
"* 3
-AJ

^J |
y Q
fl <
•>-> x

0 01
y jj

c £
•-( W
£ 0)
o
in g
"^ <5


C -Q
O -H

JJ jQ
a »^

0 
-------
TJ
 01
 3
 C
Cd

U
     C  -»
     o  J
a oi
U  41
0  JJ
01  TJ
     TJ
     <
 0

i   c
V)  £U
01




 oil
 (A  JJ
 01  TJ
     a, ._(
         en
     C  0)
     o  TJ
     JJ  TJ
     c  u
     4) -H
     U  E
     C  U

     55

































>,
TJ
JJ
to


C
0
• H

a
•H
U
i)
01
£

jC







T

U
01








CO
JJ
c
01

g
0
a


TJ
3
4J
CO

o

01
4J
3
V)
01



JJ
C
3 •
<4J TJ
C J=
w 0
T>
OF
JJ 01
01 O4
TJ >!
Z £*
>,O
||
W £
1
"ia
0
e
01
f^
o

0
•z
o
CN
1 ' i -',
•a 3 >• ~ v |
vi ~" 3 ~ o -ij
3 "3 0) — i Q
4) •* 0) .C O
^M T; TJ - ci TJ
Q -H •• -* - I*
< U 01 >. 01 jj
x c s js c c
•H 0 JJ 0 0
01 JJ 0) JJ JJ
JJ 01 0) E 01 1)
•* JJ O O U
f^ C (Q * ^ fl
U 01 1 U 1 1
oi > oi 01 oi e
JS i-l C £ TJ C
S O TJ JJ -H 0
r< CO JJ 0) U U
J!
||
•0 fl
d^ *f4
03 U
O JJ
*t 3
.. 41
C
o >-.
0 C •
3 -H JJ
•owe
^ 4) fl;
dC E 0
o a 01
0 U x
,-! M-l 3
03
a
o
0
^


0*


J
03


01
^H ITJ
JJ TJ
3 J=
J3 ^
•*^ g^'
a a.
j ^
X
• _,
- • ^





,
tn
c
0)
'H €
1 Es
^j 0
x y

01 I-*
41 0
CO *
O C •
3 •-! JJ
TJ 01 C
41 41 41
of S "o
O 0 01
0 M X
^H *W ^
J2
a
0
0
^


cu


J
03

X
3> 4)
-t 
•M Q
0 C •
3 -H jJ
•owe
41 41 01
-H
O U X
i^ "*4 ^
a
a>
o
0
""*


Q.


J
03


01
>, TJ
JJ TJ
0) JS '
S JJ
•-• JS
a a.
j "^
x

~
i/
^j
p

—















































                                                              E-200

-------
I
c
 e
 0
 J
 I
u

Cd


I
























ac


co
u
.ft
^i *•


e u
0 <
•H
JJ U
Qi (I)
H 4)
O ^
Wf \
V
S|
C 1-1
•H 0
v> a.
s:

c
co jj
a> 1
•O
JJ
CO


c
0
•H
JJ
a
•»4

CJ
ca
2



X








It

.
U-l
0<
OS












cn
^j
C

g
Q
u





^
TJ
3
•W
cn

*4J
Q

Cfl

^
3
ca
41
a





e
4)
3 •
-1 U
C -C
1-1 O
-0
4)
CO Oi
iTJ >
2 e-


^O
*O • — I 0 0
oi a £ .s n jj
co JJ o 0 l>
3 13 41 — i O
0) •<* 4) j£ TJ
(N T3 -O C U
13 41 H
Q -4 . ^ .
< U 4> >. 4) 0)
X C C J= C C
•H 0 JJ O 0
§jJ jJ
41 41
•H JJ CJ CJ O
<-« C « • TJ ifl
W V 1 W 1 1
CU > 01 0) 01 6
a <-* e jz •o u
S 0 ifl JJ -H 0
< CO 4J 4) U >u
•o
JS
k«i C
0 0
ca -H
41 JJ
•o «
••^
00 JJ
r> 3
l-l
.. 41

0 >
•H JO
JJ
u e •
31 1^1
•^ "W
T3 t/I C
4 X
^H 144


1
O
o



a



j
^
03

1
fl
JS

5
a.
10
C 4)
4) C
CJ 01
< -«
1 -H
X

o
(N










•
CO
c
f^ *
B
1 g
S 8

CU U
oi o

T3
JS
w e
0 0
CO ••*
41 JJ
"O TJ
•H
* i3
r» 3
^4
.. 41
C
0 N

4J
CJ C •
•owe
41 CU 01

of E 0
O 0 CO
0 fc X
3


S
a
o
0



a.



_^
^
ca





5,,
c:
4>

3*
•»-t
OJ
1 (N
X

O
(N










•
cn
jj
c
	 , 4J


X, O
X U

4) >-i
41 0
CO >W
1
hi C
0 0
co -H
4) 4J

••*
ri jj
vO 3
^-^
.. 41
C
0 >
•H JO
JJ
CJ C •
•owe
01 41 CU

O 0 M
O W X


a
a
o
o
"*



a.



1 1
^
ca






01
c
.0) .

3
u
1 fO
X

0
(N










•
CO
c
U
6
i S
X 0

41 Vl
41 0

Ic

0 0

4) JJ
•O 10
•H
O JJ
Ot 3
^•4
.. 4)
C
0 >
•H .Q
jj
0 C •
4) 0) 4)
i— 1
*» e o
O O 10
O U X
*

S
o
o



a



j
^
a


4)
e
1 0)
>• TJ

J*J >»
•H .O
Jj
0 C •
•O CO C
01 41 41

•c e 0
o 0 cn
0 u X


9-
CU
o
0



a.



j
^
03
41
C
41

^
C
ifl
Lj
0
3
IP^
fa
1 irt
X

1 O
CN










•
CO
JJ
C
.

Jj
CJ C •
TJ W C
41 0) 01

«•» e o
O 0 M
0 H X
x


a
a
o
o



a.



•J
^
03

0)
C
41
J;
*j
c
f0
c
01
•C>
a-
i ^Q
£

~>
rsi










•
U)
4J
^J
U
S
* B
x u

4) M
i
•H J3

O C •
•owe
41 
-------
       c
       0)
       o
      CO
      Ul
—.    3 —>
•o    c c

 2    « —

I    S.
ij    -i ^
 C    -t fl
 O    0) 4J
2    o 0)
~4    Ul Z

Cd    x ^

Cd       S
J    ••  O
9      in  -4
      01  4-1
EH    V  IQ
      U  U
      O  -H

      cu  ***^
         Ul
      C  OT
      o  «»
     •H  <-i
     JJ  U
      |Q
      kl  r-l
     ij  nj
      C  U
      0)  -H
        5
<*4
OJ
OS













































^
T3
3
4J
CO
1*4

c
o
4J
a
•H
V4
U
(0













91
4J
e
g
3
o
U






>,
*o
3
4J
CO

**4
O

Ul
*•
*^
in
01
as






c
0)
3 •
•••* V4
C .C
M CJ
TJ
(U
4J M
W CU
10 >.

>.o
IS
CO 64
jQ








^
iQ
U
•H
g
jS
u

|Q •
O


2;

o
^



•
T3
a;
to
3

^i
0
i-(
»-4
<0

c
o
o
•H
•H
•H
CO
s
CU
Cu
0
•
•-4

1*4
0

•
y
c
o
u
•
4J T3
C V
0) >
3 01
•-4 -H
1W JZ
<44 U
U It)
S
a,
04

in
ON




3


(X



0
.»4
C
0)
U)
^1
*
1— I 1 ""*
i— i (J
>:
0
^\


O
en

O
(^

o
^
O
i-4
•^
IQ

C
o
u
•H
»— (
•H
CO
g
a
CU
o
•
•H

1*4
0

•
O
c
o
u
•
JJ T3
C i)
0) >
3 01
f-4 -H
"*4 A
t*4 U
Cd IQ
g
a,
Cu

m
»
|Q
«H
U

£
O^
•H
z











•
tH
iQ
>
0
S
0)
w

of
0
o
1-4
s
cu
Cu

o
o
m



3


as


g
3
H
S
0
u
jj
U
H4 1 f>"1
H4 0
CO
3

f-4
•H
0
(0

>i
IQ
,—4
U

£
o^
•«4
s











•
f^
iQ
>
0
s
01
h|

of
o
o
••4
E
Cu
Cu

o
0
Cl



3


as




Ul
0)
a
Cu
o
u
M 1 "
i-i O
1 ' 1 U
-* , • • 3
*O U 'O ^j
1) fl u ai '
Ul
3

>*»
0
i-t
t-l
iQ

C
0
u
•H
*H
•H
CO
g
cu
04
o
•
l-\

1*4
0

*
u
c
0
u
•
4J 13
S 01
0) >
3 01
i-1 -4
**4 £
**4 U
W iQ
e
a.
Cu

in
!
.a

•o
0
0
3
•o
0)
u

13
c •
3 T3
O 4J
u tn
U 3



r-i
\
o>
g

0
•
m
V

1*4
0
,
"* 13
iQ 0)
3 >
13 01
•H — 1
in ^
0) U
as IQ










3


as




1

T3
"3
V
J
1-4 1 ^
i-i o
. .
UJ U] Jl
3

^,
0
F-l
_|
IQ

C
0
u
••^
t-4
.^4
CO
g
a.
a
0
•
^-i

1*4
O

«
U
c
0
u
,
jj 'g
— 0)
u >
3 (U
"4 -«4
-j_, _£•
U-l U
Cd iQ
E
a
a

in
CN




3


OS






T3
(0
,
w
3
U
U
01
s
M 1 °°
M O
5< >r >f
3^
<0
— l
U)

o
iQ
u

JJ
.
(N-Q
O 01

CO 3


0


•Q
0)
u
3
T3
01


.
U
£
0 •
U J3
a
*4 a
iQ
C -H

Cu O
E
a
a

o
— 1




3


OS






u
c
• M
N
W | <^
t-4 O
>?
C
••^
OJ
O
u
""-^































































                                                                  E-202

-------


















M
^•*
i-» a
I-t r-4
x >,
— • c
41
cn •££
4J Ol
C -H
U TJ
O 4i
cn 4J
^^ Ml
TJ 2C
1) 2 't
c 2 0
•H 5 »t
c *""* P
0 4t /"*
3 o o
P? •« a.
i 't
H i
••
Cil C
J •• 0
CD cn -H
< cn u
£1 41 flJ
0 0
0 -t
a! ti

C «J
0 <0
u CJ
L] *-4
4J fl
C U
4) -H
u e
C (U
86

















i



































X
TJ

JJ
cn

^_

c
0
• H
jj
a.

Descr




X




















cn AJ *J
3 O iTJ
0 3 41
3 TJ I-
C 41 CT
•t U
4J TJ
C g 41
O 4) tn
u w ia
cn 41
C X W
w tn tj


41
S* c
3 t]
U jC •
cn w of
3 2  x:
oi-ico-H cr>o >, FH
a ax: TJ c TJ 3 TJ
6OC --HQ 3COO
O C -H TJ -U 4J -H -H
0 0 co L, co > E
•H .C X: 0 TJ CO CO
,-^4Jj-»o aco Licgjr;
(TJ (TJ (TJ ^J *TJ rtl rtl PJ
UUOCO (T3 C JJ -I CO
1— J 1 1 1 1 J«| /f| ,—• | JB|
^^ *» ^^ {^ cy (u M u
£-C Li ^E EO3CO
COCOcTO Ft£ OC04JQC
jSOC Ll L. JJ
•-*ouco CO-H .. o&ioicos
^3 "^ O 3 T3 ^^
c o cr u » TJ
•F^ CO -H 0 ^i 3
TJ -rf C CO JJ
XT C CO 3 Ft > . co
U O JJ it} CO CO
Tja-WCO CJ3CO TJ
CO CO CO -H --J O £ 
fN
1
•-H



Z


CJ


^
m
£H

D
0
iH O
O (N
o .r1

< <-3

^ 1 r^
HI 1— 1
X
CJSCUTJ rt(Tj4J CO
CPOlTJLi IT3CC L(
•H -H O -H CO
cnx:x: ccjjJco TJ
co3«j£-i -H-HOX: co
TJ LI a jj Ft
Ft CO TJ CO CO Ft
Ll 03 -H • -( JJCOTJO O tJW
-3 CO JJ CU Ct7>Li i— i jJCJJJ
e e LI x) co co co u cncoc
33<0£ cOW>Ft CO O
ccOi3 ,cj
C Li CO U O3Ft Ll
COCTJ aT? cn FHOrtJEOJ->
TJTJCCO COLj fa3O^JJO
OEOTJ COLiCO CO CCOCOTJZ
oooo wLiTJ £ X:-H X:LI
acoo TJCOC jj QjJ-tjjQS
JJCO 
-------














• •
^-«.
'O
0)
3
C
• H
4J
C
0
U
•»^

en
0)
O
C
.U
o
0
Eu
ater used in the referenced study
3
<1)
jj
U)
(0
3

M-l
O

0)
a
>i
jj

(U
.C
4J

to-
ll)
,Q
•H
^4
O
en
i C
W 3

1 1

CO 3





















M
(U
4J
(T3
j

^
^4
CU
2

1

2











E-204

-------
                  REFERENCES TO TABLE E-l


  1.  Anderson, G.L., Bair,  W.G., and J.A. Hudziak.  Ultrafil-
     tration  for Coal Gasification Plants.  Chemical Engineer-
     ing Progress, 74(8):66-72, 1978.

  2.  Anderson, R.K., Nystron,  J.M.,  McDonnell, R.P., and B.W.
     Stevens.  Explosives Removal from Munitions Wastewater.
     In:  Proceedings of the 30th Industrial Waste Conference,
     Purdue University, Lafayette, Indiana, 1975.  pp. 816-825.

  3.  Bansal,  B.,and W.N. Gill.  Theoretical Experimental Study
     of Radial Flow Hollow  Fiber Reverse Osmosis.  Water - 1974
     70(144):136-149, 1974.

  4.  Bansal,  I.K. Ultrafiltration of Oily Wastes from Process
     Industries.  Water - 1975, 71 (151):93-99, 1975.

  5.  Beaudet, B.A. Study of Effectiveness of Activated Carbon
     Technology for the Removal of Specific Materials from
     Organic Chemical Processes.    US EPA Contract No. 68-03-2610.
     Environmental Science  and Engineering Inc., Gainesville,
     Florida, May 1979.

  6.  Becker,  D.L.,and S.C. Wilson.   The Use of Activated Carbon
     for the  Treatment of Pesticides  and Pesticidal Wastes.
     In: Carbon Adsorption Handbook,  P.N. Cheremisinoff and
     F. Ellerbusch, eds. Ann Arbor Science, Ann Arbor, Michigan
     1978.  pp. 167-213.

  7.  Berkau,  E.E., Frank, C.E., and  I.A. Jefcoat.  A Scientific
     Approach to the Identification  and Control of Toxic Chemi-
     cals in  Industrial Wastewater.    US EPA, IERL, Cincinnati,
     Ohio.  Presented at AIChE 87th National Meeting, Boston,
     Massachusetts, August, 1979.
  8.  Bernardin, F.E. Jr., and E.M. Froelich.  Practical Removal
     of Toxicity by Adsorption.  In:  Proceeding 30th Industrial
     Waste Conference,  Purdue University, Lafayette, Indiana,
     1975.  pp. 548-560.

 9.  Berndt, C.L.,and Polkowski, L.B., PAC Upgrades Wastewater
     Treatment.  Water  & Wastes Engineering, 15(5):48, 1978.

10.  Bhattacharyya, D.,  Garrison,  K.A.;.and R.B. Grieves.  Mem-
     brane Ultrafiltration of Nitrotoluenes from Industrial
     Wastes.  In:  Proceedings 31st Industrial Waste Conference,
     Purdue University,  Lafayette, Indiana, 1976.  pp. 139-149.
                            E-205

-------
11.  Bhattacharyya, D., Garrison, K.A., The, P.J.W., and R.B.
     Grieves* Membrane Filtration: Waste Treatment Application
     for Water Reuse.  In: Proceedings of the 30th Industrial
     Waste Conference, Purdue University, Lafayette, Indiana;
     1975.  pp. 120-131.

12.  Bhattacharyya, D., Jumawan, A.B., Grieves, R.B., and S.O.
     Witherup.  Ultrafiltration of Complex Wastewaters:  Re-
     cycling for Nonpotable Use.  Journal Water Pollution Con-
     trol Federation, 50 (5):846-861, 1978.

13.  Bruderly, D.E., Crane, J.D., and J.D. Riggenbach.  Feasi-
     bility of Zero Aromatic Hydrocarbon Discharge from a Sty-
     rene Monomer Facility.  In: Proceedings 32nd Industrial
     Waste Conference, Purdue University, Lafayette, Indiana,
     1977.  pp. 726-732.

14.  Carberry, J.B., Twardowski, W.,and O.K. Eberhart. Clay
     Adsorption Treatment of Non-Ionic Surfactants in Waste-
     water.  Journal Water Pollution Control Federation,
     49(3):452-459, 1977.

15.  Carnahan, R.P.,and L. Smith.  Treatment of Wastewater Con-
     taining Nitroglycerin and Nitrated Esters.  In: Proceed-
     ings 32nd Industrial Waste Conference, Purdue University,
     Lafayette, Indiana, 1977.  pp. 876-887.

16.  Chian, E.S.K.  Renovation of Vehicle Washrack Wastewater
     for Reuse.  Water - 1975, 71(151) -.87-92, 1975.
17.  Chian, E.S.K., Bruce, W.N., and H.H.P,. Fang.  Removal of
     Pesticides by Reverse Osmosis.  Environmental Science and
     Technology,  9(1):52-59, 1975.

18.  Chian, E.S.K., H.H.P. Fang.  Removal of To  ic Compounds
     by Reverse Osmosis.  Unpublished report available  from
     Abcor, Inc., Wilmington, Massachusetts.
19.  Chian, E.S.K., Fang,  H.H.P., DeWalle, F.B., and J.W. Smith.
     Physical-Chemical Treatment of Hospital Wastewaters for
     Potential Reuse.  In: Proceedings of the 30th Industrial
     Waste Coaference, Purdue University, Lafayette, Indiana,
     1975.  pp» 377-389.
20.  Chriswell, C.D., Ericson', R.L., Junk, G.A., Lee, K.W.,
     Fritz, J.S., and H.J. Svec.  Comparison of Macroreticular
     Resin and Activated Carbon as Sorbents.  Journal American
     Water Works  Association, 69 (12) :669-674, 1977.
                            E-206

-------
 21.  Cohen, J.M.  Briefing  for  Dr. Gage on Treatability/Remov-
     ability of Toxics  from Wastewater.  US EPA, Cincinnati,
     Ohio, June 1979.

 22.  Contos, G., Durfee, R.L.,  Hackman, E.E., and K. Price.
     Assessment of Wastewater Management, Treatment Technology,
     and Associated Costs for Abatement of PCB's Concentrations
     in Industrial Effluents.   EPA 560/6-76-006, U.S. Environ-
     mental Protection  Agency,  Washington, DC 1976.  227 pp.

 23.  Crook, E.H., McDonnell, R.P., and J.T. McNulty.  Removal
     and Recovery of Phenols from Industrial Waste Effluents
     with Amberlite XAD Polymeric Adsorbents.  I & EC Product
     Research and Development.  14:113, 1975.

 24.  Davis, H.J., Model, F.S.,  and J.R. Leal.  FBI Reverse Os-
     mosis Membrane for Chromium Plating Rinse Water.  EPA-
     600/2-78-040, U.S. Environmental Protection Agency,
     Cincinnati, Ohio,  1978.  28 pp.

 25.  Dence, C.W., Wang, C.J., and P.R. Durkin.  Toxicity Reduc-
     tion Through Chemical  and  Biological Modification of Spent
     Pulp Bleaching Liquors.  EPA Project R 804779, Preliminary
     Draft Report, U.S. Environmental Protection Agency,
     Cincinnati, Ohio.
 26.  Directo, L.S., Chen, C.L., and I.J. Kugelman.  Pilot Plant
     Study of Physical-Chemical Treatment. Journal Water Pollu-
     tion Control Federation, 49 (10):2081-2106, 1977.

 27.  Earhart, J.P., Won, K.W.,  Wong, H.Y., Pratrsnitz, J.M., and
     C.J. King.  Recovery of Organic Pollutants via Solvent
     Extraction.  Chemical Engineering Progress, 73(5):67-73,
     1977.
28.  Eisenberg, W.C.,  Fochtman, E., and R.A. Dobbs.  Treatment
     of Carcinogenic and Other Hazardous Compounds in Water.
     In: Preprints of Papers Presented at the 177th National
     Meeting of the American Chemical Society, Honolulu,'Hawaii,
     1976.  pp. 794-795.

29.  DeJohn,  P.B., Factors to Consider When Treating Dye Wastes
     with Granular Activated Carbon.  In: Proceedings 31st In-
     dustrial Waste Conference, Purdue University, Lafayette,
     Indiana, 1976.   pp. 375-384.

30.  Fang, H.H..P.,and E.S.K. Chian, Reverse Osmosis Separation
     of Polar Organic Compounds in Aqueous Solution.  Environ-
     mental Science and Technology, 10 (4):364-369.  1976.
                            E-207

-------
 31.  Fochtman, E.G.,and R.A. Dobbs.  Adsorption of Carcinogenic
     Compounds by Activated Carbon.  US EPA, MERL, Cincinnati,
     Ohio.

 32.  Fox, C.R.  Toxic Organic Removal from Waste Waters with
     Polymeric Adsorbent Resins.  Presentation at 86th National
     American Institute of Chemical Engineers Meeting, Houston,
     Texas, 1979.

 33.  Fox, C.R.  Plant Uses Prove Phenol Recovery with Resins.
     Hydrocarbon Processing, pp. 269-273, November, 1978.

 34.  Gehr, R. /and J'.G. Henry.  Measuring and Predicting Flota-
     tion Performance.  Journal Water Pollution Control Federa-
     tion, 50(2) .-203-215, 1978.

 35.  Giusti, D.M., Conway, R.A., and C.T. Lawson.  Activated
     Carbon Adsorption of Petrochemicals.  Journal Water Pollu-
     tion Control Federation, 46(5) :947-965, 1974.

 36.  Givens, D.P. /and L.D. Lash.  What to Look for in Granular
     Media Filters.  Chemical Engineering Progress,
     74(12) .-50-54, 1978.

 37.  Gurvitch, M.M.  Description of an Advanced Treatment Plant
     to Produce Recycle Water at a Chemical R & D Facility.
     34th Industrial Waste Conference, Purdue University,
     Lafayette, Indiana, 1979.

 38.  Hager, D.G.  Waste Water Treatment Via Activated Carbon.
     Chemical Engineering Progress, 72 (10) .-57-60, 1976.
 39.  Hannah, S.A., Jelus, M., and J.M. Cohen.  Removal of Un-
     common Trace Metals by Physical and Chemical Treatment
     Processes. Journal Water Pollution Control Federation,
     49(11):2297-2309, 1977.

40.  Heck, R.P. II.  Munitions Plant Uses Adsorption in Waste-
     water Treatment.  Industrial Wastes, pp. 35-39, March/April
     1978.

41.  Helsel, R.W.  A New Process for Recovering Acetic Acid
     from Dilute Aqueous Waste Streams.  In: Proceedings of the
     31st Industrial Waste Conference, Purdue University,
     Lafayette, Indiana, 1976.  pp. 1059-1067.

 42.  Hewes, C.G., Smith, W.H., and R.R. Davison.  Comparative
     Anaylsis of 'Solvent Extraction and Stripping in Wastewater
     Treatment.  Water - 1974, 70 (144):54-60, 1974.
                            E-208

-------
 43.   Huang,  J.C.,and J.T.  Garrett  Jr.  Effects of Colloidal
      Materials  and  Polyelectrolytes on Carbon Adsorption in
      Aqueous Solution.   In:  Proceedings of the 30th  Industrial
      Waste Conference,  Purdue University, Lafayette,  Indiana,
      1975.   pp.  1111-1121.

 44.   Huang,  J.C.,and C.T.  Steffans.  Competitive Adsorption of
      Organic Materials  by  Activated Carbon.  In: Proceedings
      31st Industrial Waste Conference, Purdue University,
      Lafayette,  Indiana, 1976.  pp. 107-121.

 45.   Huang,  C.P.,and M.H.  Wu.  Chromium Removal by Carbon Ad-
      sorption.   Journal  Water Pollution Control Federation,
      47(10):2437-2446,  1975.

 46.   Isacoff, E.G.,and  J.A.  Bittner.  Resin Adsorbent Takes on
      Chlororganics  fro...  Well Water.  Water and Sewage Works,
      126(8):41-42,  1979.

 47.   Jones, M.L. Jr.  Techniques for Qualitative Economic Com-
      parison of  Reverse  Osmosis Membranes.  Water -  1975,
      71(151):145-152, 1975.

 48.   Jordan,  Edward C. Co. Inc.  Literature Review,  Removal of
      Phenolic Compounds  from Wastewater.  EPA Project No.
      68-03-2605, U.S. Environmental Protection Agency,
      Cincinnati, Ohio,  1979.

 49.   Kennedy, D.C.  Treatment of Effluent from Manufacture of
      Chlorinated Pesticides with a Synthetic, Polymeric Adsor-
      bent, Amberlite XAD-4.  Environmental Science and Tech-
      nology,  7(2) :138-141f 1973.
 50.   Kennedy, D.C., Kimler, M.A., and C.A. Hammer.   Functional
      Design of a Zero Discharge Wastewater Treatment System for
      the National Center for Toxicological Research.  In: Pro-
      ceedings of the 31st Industrial Waste Conference, Purdue
     University, Lafayette, Indiana, 1976.  pp. 823-830.

51.  Kessick, M.A., Characklis, W.G., and W. Elvey.  Treatment
     of Wastewater from Torpedo Refueling Facilities.  In: Pro-
     ceedings 32nd Industrial Waste Conference, Purdue Univer-
     sity, Lafayette, Indiana, 1977.  pp. 442-449.

52.  Kim, B.R.,  Snoeyink, V.L., and F.M. Saunders.  Adsorption
     of Organic Compounds by "Synthetic" Resins.   Journal Water
     Pollution' Control Federation,  48 (1) : 120-133 , 1976.
                           E-209

-------
53.  Kim, B.R., Snoeyink, V.L., and R.A. Schmitz.  Removal of
     Dichloramine and Ammonia by Granular Carbon.  Journal
     Water Pollution Control Federation, 50 (1):122-133, 1978.
54.  Klemetson, S.L.,and M.D. Scharbow.  Removal of Phenolic
     Compounds in Coal Gasification Wastewaters Using a Dynamic
     Membrane Filtration Process.  In: Proceedings 32nd Indus-
     trial Waste Conference, Purdue University, Lafayette,
     Indiana, 1977.  pp. 786-796.

55.  Klinkowski, P.R.  Ultrafiltration: An Emerging Unit-Opera-
     tion.  Chemical Engineering, 85 (11) .-165-173, 1978.

56.  Kimke, G.W., Hall, J.F., and R.W. Oeben.  Conversion to
     Activated Sludge at Union Carbide's Institute Plant.
     Journal Water Pollution Control Federation, 40 (8):1408-1422
     1968.

57.  Lawrence, J.,and H.M. Tosine.  Adsorption of Polychlori-
     nated Biphenyls from Aqueous Solutions and Sewage.
     Environmental Science and Technology, 10 (4):381-383, 1976.

58.  Leipzig, N.A.,and M.R. Hockenbury.  Powdered Activated
     Carbon/Activated Sludge Treatment of Chemical Production
     Wastewaters.  In: Proceedings 34th Industrial Waste Con-
     ference, Purdue University, Lafayette, Indiana, 1979.

59.  Lopez, C.X.,and R. Johnston.  Industrial Wastewater Re-
     cycling with Ultrafiltration and Reverse Osmosis.  In:
     Proceedings 32nd Industrial Waste Conference, Purdue Uni-
     versity, Lafayette, Indiana, 1977.  pp.  81-91.

60.  Luther, P.A., Kennedy, D.C., E. Edgerley Jr.  Treatability
     and Functional Design of a Physical-Chemical Wastewater
     Treatment System for a Printing and Photodeveloping Plant.
     In: Proceedings 31st Industrial Waste Conference, Purdue
     University, Lafayette, Indiana, 1976.  pp. 816-884.

61.  Luthy/ R.G., Selleck, R.E., and T.R. Galloway.  Removal of
     Emulsified Oil with Organic Coagulants and Dissolved Air
     Flotation.  Journal Water Pollution Control Federation,
     50(2):331-346, 1978.
62.  Markind, J., Neri, J.S., and R.R. Stana.  Use of Reverse
     Osmosis for Concentrating Waste-Soluble Oil Coolants.
     Water - 19.75, 71 (151) : 70-75, 1975.

63.  Maruyama, T., Hannah, S.A., and J. M. Cohen.  Metal Remov-
     al by Physical and Chemical Treatment Processes.  Journal
     Water.Pollution Control Federation, 47 ( 5):962-975 , 1975.

                            E-210

-------
64.  McCarty, P.L., Reinhard, M., Dolce, C., Nguyen, H.,and
     D.G. Argo.  Water Factory 21: Reclaimed Water, Volatile
     Organics, Virus, and Treatment Performance.
     EPA-600/2-78-076, U.S. Environmental Protection Agency,
     Cincinnati, Ohio, 1978. 100 pp.

65.  Municipal Environmental Research Laboratory, US EPA.  Sur-
     vey of Two Municipal Wastewater Treatment Plants for Toxic
     Substances.  Cincinnati, Ohio.  March 1977.

66.  Nathan, M.F.  Choosing a Process for Chloride Removal.
     Chemical Engineering, 85(3):93, 1978.

67.  Naylor, L.M.,and R.R. Dague.  Simulation of Lead Removal
     by Chemical Treatment.  Journal American Water Works
     Association, 67 (10) :560-565, 1975.
                                                                ' *
68.  Neufeld, R.D./and P. Yodnane.  Enhanced Wastewater Purifi-
     cation via the Addition of Granular Coals and Chars to
     Activated Sludge.  Journal Water Pollution Control Federa-
     tion, 50(3) :559-568, 1978.

69   Ng, K.S., Mueller,  J.C./ and C.C. Walden.  Foam Separation
     for Detoxification of Bleached Kraft Mill Effluents.
     Journal Water Pollution Control Federation, 48 (3):458-472,
     1'976.

70.  Ott, C., Gingras, R., and R. Litman.  Removal of Chromium
     from Wastewater Using Activated Carbon.  In: Preprints of
     Papers Presented at the 177th National Meeting of the
     American Chemical Society, Honolulu, Hawaii, 1979.
     pp. 708-709.

71.  Pajak,  A.P., Martin, E.J., Brinsko,G.A., and F.J.  Erny.
     Effect of Hazardous Material Spills on Biological Treatment
     Processes, EPA-600/2-77-239, U.S. Environmental Protection
     Agency, Cincinnati,  Ohio,  1977.  202 pp.

72.  Pilie/  R.J., Baier,  R.E.,  Ziegler, R.C., Leonard,  R.P.,
     Michalovic, J.G., Pek, S.L., and D.H. Bock.  Methods to
     Treat,  Control,and Monitor Spilled Hazardous Materials.
     EPA-670/2-75-042.  U.S.  Environmental Protection Agency,
     Cincinnati, Ohio, 1975.   138 pp.

73.  Ramirez, E.R.   Comparative Physio-Chemical Study of Indus-
     trial Waste Water Treatment by Electrolytic, Dispersed Air,
     and Dissolved Air Flotation Technologies.  In: Proceedings
     34th Industrial Waste Conference, Purdue University,
     Lafayette, Indiana,  1979.


                           E-211

-------
74.  Ramirez, E.R., Barber, L.K., and O.A. Clemens.  Physio-
     chemical Treatment of Tannery Wastewater by Electrocoagu-
     lation.  In: Proceedings 32nd Industrial Waste Conference,
     Purdue University, Lafayette, Indiana, 1977.  pp.183-188.

75.  Reismers, R.S., Englande, A.J.,  and H.B. Miles.  A Quick
     Method for Evaluating the Suitability of Activated Carbon
     Adsorption for Wastewaters.  In: Proceedings 31st Indus-
     trial Waste Conference, Purdue University, Lafayette,
     Indiana, 1976.  pp. 395-407.

76.  Sandhu, S.S.,and P. Nelson.  Concentration and Separation
     of Arsenic from Polluted Aqueous Samples by Ion Exchange.
     In: Preprints of Papers Presented at the 177th National
     Meeting of the American Chemical Society, Honolulu, Hawaii
     1979.

77.  SOhulte, G.R., Hoehn, R.C., and C.W. Randall.   The Treat-.
     ability of a Munitions-Manufacturing Waste with Activated
     Carbon.  In: Proceedings 28th Industrial Waste Conference,
     Purdue University, Lafayette, Indiana, 1973.  pp. 150-162.

78.  Sigworth, E.A.,and S.B. Smith.  Adsorption of Inorganic
     Compounds by Activated Carbon.  Journal American Water
     Works Association, 64 (6):386-391, 1972.

79.  Slejko, F.L.,and G.F. Meigs.  Economic Analysis of Employ-
     ing Ambersorb XE-340 Carbonaceous Adsorbent in Trace
     Organics Removal from Drinking Water.  In: Proceedings
     176th National Meeting American Chemical Society,
     Miami Beach, Florida, 1978.
80.  Snyder, D.D., and R.A. Willihnganz.  A New Electrochemical
     Process for Treating Spent Emulsions.  In: Proceedings
     31st Industrial Waste Conference, Purdue University,
     Lafayette, Indiana, 1976.  pp. 782-791.

81.  SCS Engineers.  Selected Biodegradation Techniques for
     Treatment and/or Ultimate Disposal of Organic Material.
     EPA-600/2-79-006, U.S. Environmental Protection Agency,
     Cincinnati, Ohio, 1979.  377 pp.

82.  Sorg, T.J.., Csanady, Mihaly, and G.S. Logsdon.    Treat-
     ment Technology to Meet the Interim Primary Drinking Water
     Regulations for Inorganics. Part 3.  Journal American
     Water Works Association, 70:12,  680, 1978.
83.  Sorg, T.J., and G.S. Logsdon.  Treatment Technology to
     Meet the Interim Primary Drinking Water Regulations for
     Inorganics. Part 2.  Journal American Water Works

                            E-212

-------
     Association,  70(7):379, 1978.

 84.  Steiner, J.L. , Bennett, G.F., Mohler, E.F., and L.T. Clere.
     Air Flotation Treatment of Refinery Waste Water.  Chemical
     Engineering Progress, 74(12):39-45, 1978.

 85.  Suler, D.  Composting  Hazardous Industrial Wastes.
     Compost Science/Land Utilization, 20(4):25-27, 1979.

 86.  Swedes, R.G. Jr.  Report on Carbon Adsorption Treatment of
     Contaminated Groundwater at Rocky Mountain Arsenal, De-
     partment of Army, 1977-781-590/139, 1977.

 87.  Thiem, L., Badorek, D., and J.T. O'Connor.  Removal of
     Mercury from Drinking Water Using Activated Carbon.
     Journal American Water Works Association, 68 (8) :447-451,
     1976.

 88.  Volesky, B.> Czornyj, N.,  Constantine, T.A., Zajic, J.E.,
     and K. Ya.  Model Treatability Study of Refinery Phenolic
     Wastewater.  Water - 1974, 70(144):31-38, 1974.

 89.  Wahl, J.R., Hayes, T.C., Kleper, M.H., and S.D. Pinto.
     Ultrafiltration for Today's Oily Wastewaters: A Survey of
     Current Ultrafiltration Systems.  In: Proceedings 34th
     Industrial Waste Conference, Purdue University, Lafayette,
     Indiana, 1979.

 90.  Dryden, F.E., Mayes, J.H., Planchet, R.J., andC.H.  Woodard
     Priority Pollutant Treatability Review.  EPA Contract
     No. 68-03-2579, U.S. Environmental Protection Agency,
     Cincinnati, Ohio, 1978.
 91.  westrick, J.J., and J.M. Cohen.  Comparative Effects of
     Chemical Pretreatment on Carbon Adsorption.  Journal Water
     Pollution Control Federation, 48 (2) :323-338 , 1976.

 92.  Wilkinson, R.R.,  Kelso,  G.L., and F.C. Hopkins.  State-of-
     the-Art Report, Pesticide  Disposal Research.
     EPA-600/2-78-183, U.S.  Environmental Protection Agency,
     Cincinnati, Ohio, 1978.   247 pp.

93.  Zahka, J., and L. Mir.   Ultrafiltration of Latex Emulsions.
     Chemical Engineering Progress,^72(12):53-55, 1977.

94.  Zogorski; J.S., and S.D. Faust.  Removing Phenols via
     Activated Carbon.  Chemical Engineering Progress,
     73(5):65-66, 1977.
                           E-213

-------
 95.  Coco, J.H., ££.  _al.  Development of Treatment and Control
      Technology for Refractory Petrochemical Wastes.
      EPA-600/2-79-080, U.S. Environmental Protection Agency,
      Ada, Oklahoma, 1979.  236 pp.

 96.  Chan, P.C., Dresnack, R., Liskowitz, J.W. , Perna, A., and
      R. Trattner.  Sorbents for Fluoride, Metal Finishing, and
      Petroleum Sludge Leachate Contaminant Control.
      EPA-600/2-78-024, U.S. Environmental Protection Agency,
      Cincinnati, Ohio, 1978.  94 pp.

 97.  Chian, E.S.K.-, and F.B. DeWalle.  Evaluation of Leachate
      Treatment, Volume II: Biological and Physical Chemical
      Process.  EPA-600/2-77-186b, U.S. Environmental Protection
      Agency, Cincinnati, Ohio, 1977.  265 pp.
 98.  Chian, E.S.K., and F.B. DeWalle.  Evaluation of Leachate
      Treatment, Volume 1: Characterization of Leachate.
      EPA-600/2-77-186a, U.S. Environmental Protection Agency,
      Cincinnati, Ohio, 1977.  226 pp.

 99.  Lund, H.F.  Industrial Pollution Control Handbook,
      McGraw-Hill Book Co., New York, New York, 1971.

100.  Bess, F.D., and R.A. Conway.  Aerated Stabilization of
      Synthetic Organic Chemical Wastes. Journal Water Pollution
      Control Federation, 38 (6) .-939-956, 1966.

101.  Kumke, G.W., e_t al.  Conversion  to Activated Sludge at
      Union Carbide's Institute Plant. Journal Water Pollution
      Control Federation, 40 (8) .-1408-1422, 1968.

102.  Manufacturing Chemists Association.  The Effects of Chlo-
      rination on Selected Organic Chemicals.  U.S. Environ-
      mental Protection Agency, Water Pollution. Control Research
      Series, EPA Report No. 12020 EXG-03/72, March 1972.
103.  Placak, O.K.,  and C.C. Ruchhoft.  Studies of Sewage Puri-
      fication, XVII: The Utilization of Organic Substrates by
      Activated Sludge.  Sewage Works Journal, 19(3) .-440, 1947.

104.  Dickerson, B.W., e_t al. Further Operating Experiences in
      Biological Purification of Formaldehyde Wastes.  In: Pro-
      ceedings 9th Industrial Waste Conference, Purdue Univer-
      sity, Lafayette, Indiana, 1954.  pp'. "'-331-351.

105.  Began, R.H.,'and C.N. Sawyer.  The Biochemical Oxidation
      of Synthetic Detergents.  In: Proceedings 10th Industrial
      Waste Conference, Purdue University, Lafayette, Indiana,
      1955.  pp. 231-243.

                            E-214

-------
106.  Lutin, P.A.  Removal of Organic Nitrites from Wastewater
      Systems.  Journal Water Pollution Control Federation,
      42(9):1632-1642, 1970.

107.  Malaney, G.W., and R.M. Gerhold.  Structural Determinants
      in the Oxidation of Aliphatic Compounds by Activated
      Sludge.  Journal Water Pollution Control Federation,
      41(2):R18-R33, 1969.

108.  Malaney, G.W.  Resistance of Carcinogenic Organic Com-
      pounds to Oxidation by Activated Sludge.  Journal Water
      Pollution Control Federation, 39 (12):2029, 1967.

109.  Dawson, P.S., and S.H. Jenkins.  The Oxygen Requirements
      of Activated Sludge Determined by Monometric Methods.
      II: Chemical Factors Affecting Oxygen Uptake.  Sewage and
      Industrial Wastes, 22(4) :490, 1950.

110.  Sawyer, C.N., Frame, J.D., and J.P. Wold.  Industrial
      Wastes, Revised Concepts on Biological Treatment.  Sewage
      and Industrial Wastes, 27(8) :929,  1955.

111.  Swisher, R.D., et al.  Biodegradation of Nitrilotriace-
      tate in Activated Sludge.   Environmental Science and
      Technology, 1(10):820-827, 1967.

112.  Hunter, J.V., and H. Heukelekian.   Determination of Bio-
      degradability Using Warburg Respirometric Techniques.
      In: Proceedings 19th Industrial Waste Conference, Purdue
      University, Lafayette, Indiana, 1964.  pp. 616-627.

113.  Marion, C.V., and G.W. Malaney.  Ability of Activated
      Sludge to Oxidize Aromatic Organic Compounds.  In:  Pro-
      ceedings 18th Industrial Waste Conference, Purdue Univer-
      sity, Lafayette,  Indiana,  1963.  pp. 297-308.

114. . •Hydroscience, Inc.  The Impacts of Oily Materials on
      Activated Sludge Systems.   U.S. Environmental Protection
      Agency, Water Pollution Control Research Series,
      EPA Report No.  12050 DSH 03/71, March 1971.

115.  The City of Jacksonville,  Arkansas.  The Demonstration of
      a Facility for the Biological Treatment of a Complex
      Chlorophenolic Waste.  U.S.  Environmental Protection
      Agency, Water Pollution Control-Research Series,
      EPA Report No.  12130 EGK 06/71, June 1971.

116.  Hay,  M.W. , e_t al.  Factors Affecting Color Development
      During Treatment of TNT Wastes.  Industrial Wastes,
      18(5), September/October 1972.


                             E-215

-------
ig-Chung,  W.   Factors  Affecting  Growth  and  Respiration
the Activated Sludge  Process. Ph.D. Dissertation, Case
titute of Technology, Cleveland, Ohio, 1963.

•selli, J.W.,  et  al.   The Effect of  Industrial Waste On
•age Treatment.   Prepared for  the New England Inter-
.te Water  Pollution Control Commission  by Wesleyan
versity, Middletown,  Connecticut, No.  TR-13, June,1965.

g, J.T.   Pilot Study  of Treating Chemical  Wastes with
Aerated Lagoon.  Journal Water  Pollution Control
eration,  35 (8) :963-972, 1963.

iman, J.A., e_t al.  Metabolic Response of  Activated
ige to Sodium Pentachlorophenol.  In:  Proceedings 22nd
jstrial Waste Conference, Purdue University, Lafayette,
Lana, 1967.   pp. 661-674.

/, R.W. , and  R.W. Bogan.  Synthetic Organic Pesticides,
Evaluation of Their Persistence in Natural Waters.
 Proceedings  llth Pacific Northwest Industrial Waste
rerence, Oregon  State University, Corvallis, Oregon,
i.  pp. 222-251.

 h, E.F., et  al.  Field Survey  of Four Municipal Waste-
 r Treatment  Plants Receiving Metallic Wastes.  Jour-
 Water Pollution Control Federation, 37 (8):1101-1117,


 ey, D.A., and K.S. Robinson. The Influence of Triva-
  Chromium on the Biological Treatment of  Domestic
 je.  Water Pollution Control (G.B.),  69:100ff, 1970.

 Less, J.E, and N.A. Painter.  The Influence of Metal
 loncentration and pH Value on  the Growth  of a Nitro-
 las Strain Isolated from Activated Sludge.  Journal
 ral Microbiology,  52(3):lff, 1968.

 i, Z.F., et  al.  Summary Report on th? Effects of
 • Metals on  the Biological Treatment  Processes.
  al Water Pollution Control Federation, 37(1):86, 1965

  , R.D.   Phosphorus Removal with Pickle Liquor in an
  ated Sludge Plant.  U.S.  Environmental Protection
  y, Water Pollution Control Research  Series,. .   ......
  eport No. 11010 FLQ 3/71, March 1971.

   J.C.,111,  et_ al.  A Technique for Evaluating the
  gical Treatability of Industrial Wastes.  Journal
   Pollution  Control Federation, 36(10) :1263-1284 ,1964 .
                   E-216

-------
 128.  Robert A. Taft  Sanitary Engineering  Center,  Chemistry and
      Physics Center.   Interaction of Heavy Metals and Biologi-
      cal Sewage Treatment Processes.  U.S. Public Health
      Service, Cincinnati, Ohio.  May 1965.

 129.  Stones, T.  The Fate of Nickel During the Treatment of
      Sewage.  J. & Proc. Inst. Sew. Purif.  (Brit.), Part 2,
      pp. 252ff, 1959.

 130.  McDermott, G.N.   Zinc in Relation to Activated Sludge and
      Anaerobic Digestion Processes.  In:  Proceedings 17th
      Industrial Waste  Conference, Purdue  University, Lafayette
      Indiana, 1963.  pp. 461-475.

 131.  Stones, T.  The Fate of Zinc During  the Treatment of
      Sewage.  J. & Proc. Inst. Sew. Purif.  (Brit.), Part 2,
      pp. 254ff, 1959.

 132.  Ghosh, M.M., and  P.D. Zugger.  Toxic Effects of Mercury
      on the Activated  Sludge Process.  Journal Water Pollution
      Control Federation, 45 (3):424-433, 1973.

 133.  Fitter, P.  Determination of Biological Degradability of
      Organic Substrates.  Water Res., 10:231-235,  1976.

 134.  Arthur D. Little, Inc.  Physical, Chemical,  and Biologi-
      cal Treatment Techniques for Industrial Wastes.  U.S.
      Environmental Protection Agency Contract/Grant No.
      68-01-3554, U.S. Environmental Protection Agency,
      Washington, DC, 1976.

 135.  Rohm and Haas Company.  Ambersorb Carbonaceous Adsorbents.
      Philadelphia, Pennsylvania,  1977.  20 pp.

136.  New Jersey Hazardous Waste Advisory  Commission.  Report
      of the Hazardous Waste Advisory Commission to Governor
      Brendan Byrne.  Trenton, New Jersey, January, 1980.

137.  G«raghty and Miller, Inc.  The Prevalence of Subsurface
      Migration of Hazardous Chemical Substances at Selected
      Industrial Waste Land Disposal Sites.  EPA/530/SW-634,
      U.S.  Environmental Protection Agency, 1977.
                            E-217


                                          •O.S. 00*BUU»T PR»TT»0 Or/ICll

-------
-------





•a
41
3
c
'rj
c
0
o
1— I
u
u

g
















c
0
J3
Uj
a 2
••»
T3 «1
41 — 1
JJ 0
ft] C
> 41
•H JS
jj a.
u

c
•• 0
W --4
01 JJ
41 ifl
y o
o *^

jj CJ
ITJ
JJ 10
c y
4) -H
U 6
C 4)
o .c
0 U














































>1
TJ
g
jj
CO

IU
0
e
o

jj
a
•H
y
01

IU
4)
a:










V)

C
e
5
o
a







"O
3
jJ
CO



VI
JJ
"4
(fl

a






jj
c
4)
3 •
r-l U,
iu (0
c -c
M O
4)
v^J d)
CO Ul
»
JJ
•-*
y
ITJ
a«
IT)
y

c
0
•H
jJ 0^
a x
Ui O<
0 £
Ul
•O -i
< ™
S
a
3.

0
•
_4



a



M



^H
0
c
41
£
a.
«






•
V)
JJ
c
*** 4)
1 S
Si £
X 0
M y

4) U.
4* 0
U) iu
C
•H
S

in
•
CO
X
3

C
0 •
•* 4)
jj g
y -H
3 JJ
T3
4) JJ
u y
ITJ
a* jJ
0 C
0 0
** y
j3
a
a

o
^
,_H



jj



a.
U


*-^
0
c
41
j£
0.
x ^ 	 j x si ^"
^
f-
a) 01 y
m
03
03
a ' 3

1 TJ 01 T3 J
£ (fl =
•H 0 0
•J T3. O

JJ C -<
000
fl -Q C
JJ W 41
C ,
•» r* JJ
C -H
o - y
• ^ • fl
jj o a.
y c ID
3 0 U
"O 0
4) C
w -i 0
TJ -Q
*> c u
O -H ITJ
ao U4 y
E
a
a,

o
o
o



CO



M



rH
O
C
41
£L
B.
0< S -H JJ
C JJ IT)
•H id fl j)
-« Ul U
JJ C JJ JJ
JJ 0 -H 4»
4> -H -H Ul
w jj iu a


'H |
O C •
• 0 C
o y -H
E

4) U
JJ •* £
C J= -
0) U *•>
3 rtJ
r-4 —
iu £ y
vu Q, ,TJ
u a jj
E
a, in
a o a
• o
o o z
0




3



a



*^
0
c
41
j^
eu
Xv^m xi^O.'xsi^
M >•* r* *""
c-l ^
1
M

4) •
(fl JJ
3 C
41
C £
0 JJ

JJ 41
ITJ Ul
N JJ
•H 41
>-4 Ul
ITJ a.
3
0* M
U iTJ
S
a
a
O JJ
o y
^ (TJ
JJ
iu C
0 0
O •
C
U JJ -H
S fl E
0
y 41 -H
— 1 T
JJ £
C ITJ IU
0) > O
3 4)
<-^ -H 41
u y ••*
CU TJ JJ
E a
a o
a z
(N
O •
0 0

T3l


^



QC



1-^
0
c
4J
f~
^
X *• *J
|
••^ "^
v) "^
•H 0 TJ| C .1)
E •-* 4) O
jJ Ui •* 73 •
V9 ITJ JJ
Ui 41
-4 JJ Ui
TJ *4 di
y -H
•H U Ul
Oi HJ
0 ITJ
*H -H T3
O 13 4)
•H 4) (fl
03 £ 3
g
CU
a
ut jj
O y
• TJ
O JJ
c
iu 0
0 U •
c
• JJ •-•
C ITJ E
O
U 41 T
<-* rw
JJ £>
C fl iu
S > O
3 4)
-H ••• 4)
iu j; E

ITJ 41 Ul
co in a*
5
y













£
a.
a
0 JJ
• y
pH IT)
JJ
iu C
0 0
y •
c
U JJ -H
S IT) £
O
y 4> m
— i in
JJ J3
c  0
3 01
-H -H 4)
>u £ £
I** y -H
U IT) JJ
E a
a o
a z
in
O -I
o •
CN O
—t fO]


2



ac



1-^
0
c
41
f*_














































0, j
X^a3|xi^x^o
M *"*

M *•"
r-i ™



E-177
-------
T3
0>

C
C
0
o
     c
     0 ^
     J3
     fl
     a  —
     ••  o
     CO  -H
     u>  jj
     4)  fl
     O  O
     O  •-«

     a.  -^
        CO
     C  U)
     O  fl

     jj  O
     fl
     tj  —i
     jj  fl
     =  O
     0)  —(
     U  E
     C  01
     o  .c
     o  u













































^_
^*
•o
Jj
en

IM
0
C
0

JJ
a
u

^



.£








t
••M
u
CS










V)
jj
C
fit
w
g
o
o





^
•o

JJ
en
^4

V)
Jj
^
3
11
a






4J
0)
3 •
<-l U
<*J fl
C .C
M U
•a
0)

en a
fl >
s e-
>.o
T3 1)
3 a
en &*



j

 00

fM (M
1 "^
1 • -T L - i ^~°
U i*J fl S fl fl VI
a C 0 3 -J J
•o = •. -< «
CJ U 5 C JJ ^ £ ^
"O 3"i «J --* fl JJ CT>
0 ti 0) U CJ O
•-< — i in :: fl a
oj o> a u *•
u-i fl .S LI 31 a} r*>
03JJOo>cjse7^
— 1 UJ kl CT>
c 3 c u c
er*o EU^O^OOO
.Q "3 fl -3 00 -2
O^40)OIUU>-^C^
O fl JJ -U il) fl • 0 fl
r-ionjaj^cJOJau
en i M to i
3 fl 0) fl -0 -3
0 W •- 4J -4) O -H W
U 4J >  ESCOVMfl
JTCCQ flCQE U fl T <4- 3
>J 01 C 0 3* 0 -^ 4)
•^Or^O^OOW^^u^ 4)
flCtn-HOfNy"'SssV< i^U-(<-H
0)0 u in J D M o 0 -O
uoou TJ'O aoien fl
J3 *J33COIO jJfl^C
jj'fla'S'2<;5flT^>a;*j>'fl
0 C3UDOD"Ci* fl-
•O— ai) in>£OS£^Q<
C 0) a 3 3 CD ^J ^ 31 'H
O0030JJO •t/l-^^^C'UO
QjJ-H 0 Wi 4) — < O a>H fl-H CO
Ctj ^^ -^ ^^ ^3 j3 *ij ^ ^c co CJ 3P ^ rn
' c o] / >< O E OS i »TJO
HH xJ 5 5 ri «H fl} ^ o i QJ '-j CiJ »-H i3 ^o i^O d. jj u c.' ^c tj A
,


M



y^-.S^g^g —
• 9 •* E ^a e ^
J u W W O C
<*1 E 0) O O \f\ 0)
^^ 3 CO fN H-* ^3* ^^

4)
T3

C W
oi o
— 1 ^H —
> -= CJ .... .....
^ u a
•u -^ oj
M 3 ~-»
X i. 1*1
| *-

1 ^

— H
C
O
•H
^* ^J •
t '*^ cn
Cii "O -J
x -a e
M fl U
e
01 W E
0) O 0
cn u-i u
4J
e
4)
1 >« >
4) J3 -H
T3 O
C 10
* O
*+ A £.
m ij jj
•fl •-<
- 0 3
fl £ C
> 0 0
0 I- •-(
g IM JJ
4) fl
14 >O ••*
0) i-l
^ p JJ
O U 3
0 0 -H
-H CO 4)
jj
a
a,
o
o




o.



J
2)


1
0
ij 0)
0 S
** 4)
— -H
O TJ
fl fl
iX W
D 3
= -°
t i"^l
X Ct, rn
M

-i 0
c
0
•-4
^" 4J •
i — i tn
CL* ^ JJ
X T3 C
>-( fl 0)
£
4) M £
oi o a
en ^ u
jj
4>
1 >" >
0) J3 -H
•a o
C Ul
*• 0
ao a j;
m ui jj
fl -K4
..03
fl E e
> 0 0
0 M -H
£ <4-l JJ
4) fl
W *T3 ~"^
0) W
^^ j3 AJ
O 1- 3
O 0 -<
-H W 0)
_Q
a
a
o
o
t-^



a.



j
a:


i
o
iH
0
r->
£. 4)
U C
^ ^
X £
0) JJ
=: 4>
X Cb d































































                                                          E-158
-------


















•o
 0
•-* W
JJ <
U
C
•• o
CO •-!
(0 JJ
H
U E
C *^ fl
C JS
14-1 M O
° -o
C 01
O JJ 01
•i w a
JJ (8 >
a. s e-
•H

o >.u
W *O QJ
ai 3 a
a j-> ><

jQ
m
u
•H
E
0)
O

0
z
N
0) J
e o =
,^j ^.j ^
jj a
W)
jj ,u ^
O 3 (0
(0 U
jj a) -H
ewe
o o  >
§Q
g
K QJ
M M

d* <*>
^ 03
00 v£


II
a a
0 O
0 O
(N i-(



Hi



•-
-\
a
***^








,






























>_• '





OJ
C
•^
X
1





.. .- , . . . . -



E-150

&EPA
                                       Wasnmgton. DC 204bO
                        OSWER Directive initiation  Request
                                                                             . r.. - r n
                                                            9480.00.5
                                                informa' on
  Name o( Contact Person
      Paul  Cassidy
                Mail Code  -
                                          Branch
                                           osw
                                               Telephony Numoer
                                                382-4682—
  .ead Office
     D OERR
   OUST
D OWPE
Q AA-OSWER
                                        Approved for Review
                              Signature ol 0'   [ | Yes  |  | No   Does it Supplement Previous Oirecnveist'   |  j
  if "Yes ' to Either Question. What Directive (number tnlet
                                                                        U -No
Review Plan
   L_3 AA-OSWER
   D OERR
   D OSW
                 D OUST
                 D OWPE
                 I—I Regions
                D OECM
                D OGC
                D OPPE
                                             D
Other /Specify)
  This Request Meets OSWER Directives System Format
  Signature ot Lead Office Directives Officer
                                                           Date
  Signature of OSWER Directives Officer
                                                           ' Date

-------
             United States        Office of Solid Watte      SW-871
             Environmental Protection   •  and Emergency Response     September 1982
             .            Washington DC 20460
v>EPA      Management of
            Hazardous Waste Leachate

-------
               MANAGEMENT OF
         HAZARDOUS WASTE LEACHATE
                    by

    Alan J. Shuckrow, Andrew P. Pajak,
             and C. J. Touhill
            flaker/TSA Division
         Michael Baker/ Jr./ Inc.
        Beaver/ Pennsylvania  15009
          Contract No. 68-03-2766
             Project Officers
             Stephen C. Janes
             Dirk R. Brunner
Solid and Hazardous Waste Research Division
Municipal Environmental Research Laboratory
          Cincinnati/ Ohio  45268
MUNICIPAL ENVIRONMENTAL RESEARCH LABORATORY
     OFFICE OF RESEARCH AND DEVELOPMENT
    U.S. ENVIRONMENTAL PROTECTION AGENCY
           CINCINNATI, OHIO  45268

-------
                          DISCLAIMER
     This report has been reviewed by the the Municipal
Environmental Research Laboratory U.S. Environmental Protection
Agency, and approved for publication.  Mention of tra-Je names
or commercial products does not constitute endorsement or
recommendation for use.
                              ii

-------
                           PREFACE

      The  land disposal of hazardous waste is subject to the
 requirements of  Subtitle C of the Resou'rce Conservation and
 Recovery  Act of  1976.  This Act  requires that the treatment,
 storage,  or disposal of hazardous wastes after November 19,
 1980  be carried  out in accordance with a permit.  The one
 exception to this  rule is that facilities in existence as of
 November  19, 1980  may continue operations until final
 administrative disposition is made of the permit application
 (providing that  the facility complies with the Interim Status
 Standards for disposers of hazardous waste in 40 CFR Part
 265).  Owners or operators of new facilities must apply for
 and receive a permit before beginning operation of such a
 facility.

      The  Interim Status Standards (40 CFR Part 265) and some
 of the administrative portions of the Permit Standards (40
•CFR Part  264) were published by  the Environmental Protection
 Agency in the Federal Register on May 19, 1980.  The
 Environmental Protection Agency  published interim final rules
 in Part 264 for  hazardous waste  disposal facilities on July
 26, 1982.  These regulations consist primarily of two sets of
 performance standards.  One is a set of design and operating
 standards  separately tailored to each of the four types of
 facilities covered by the regulations.  The other (Subpart F)
 is a  single set  of ground-water  monitoring and response
 requirements applicable to each  of these facilities.  The
 permit official  must review and  evaluate permit applications
 to determine whether the proposed objectives, design, and
 operation of a land disposal facility will comply with all
 applicable provisions of the regulations (40 CFR 264).

      The  Environmental Protection Agency is preparing two
 types of  documents for permit officials responsible for
 hazardous waste  landfills, surface impoundments, land treatment
 facilities and piles:  Draft RCRA Guidance Documents and
 Technical Resource Documents.  The draft RCRA guidance
 documents present  design and operating specifications which
 the Agency believes comply with  the requirements of Part 264,
 for the Design and Operating Requirements and the Closure and
 Post-Closure Requirements contained in these regulations.
 The Technical Resource Documents support the RCRA Guidance
 Documents in certain areas (i.e., liners, leachate management,
 closure,  covers, water balance)  by describing current
 technologies and methods for evaluating the performance of the
 applicant's design.  The information"arid guidance presented
 in these  manuals constitute a suggested approach for review
 and evaluation based on good engineering practices.  There
 may be alternative and equivalent methods for conducting the
 review and evaluation.  However, if thje results of these

                             ill

-------
methods differ from those of the Environmental Protection
Agency method, they may have to be validated by the applicant.

     In reviewing and evaluating the permit application, the
permit official must make all decisions In a well defined and
well documented manner.  Once an initial decision is made to
issue or deny the permit, the Subtitle C regulations (40 CPR
124.6, 124.7, and 124.8) require preparation of either a
statement of basis or fact sheet that discusses the reasons behind
the decision.  The statement of basis or fact sheet then becomes
part of the permit review process specified in 40 CPR 124.6 through
124.20.

     These manuals are intended to assist the permit official
in arriving at a logical, well defined, and well documented
decision.  Checklists and logic flow diagrams are provided
throughout the manuals to ensure that necessary factors are
considered in the decision process.  Technical data are
presented to enable the permit official to identify proposed
designs that may require more detailed analysis because of a
deviation from suggested practices.  The technical data are       '*
not meant to provide rigid guidelines for arriving at a
decision.  The references are cited throughout the manuals to
provide further guidance for the permit officials when necessary.

     There was a previous version of this document dated
September 1980.  The new version supplies the September 1980
version.
                              iv

-------
                            ABSTRACT
     This document has been prepared to provide guidance for per-
mit officials and disposal site operators on available management
options for controlling, treating, and disposing of hazardous
waste leachates.  It discusses  considerations necessary to de-
velop sound management plans for leachate generated at surface
impoundments and landfills.  Because hazardous waste leachate
management is an area where there is little past experience, this
manual draws heavily upon experience in other related areas.

     The manual provides a logical thought process for arriving
at a reasonable treatment process train for given leachates.
Furthermore, sufficient factual information is provided so that
users can readily identify a few potential treatment alterna-
tives.  Having identified such alternatives, users then are given
sufficient guidance so that final choices can be made.

     The manual begins with a brief discussion of factors that
influence leachate generation.  This is followed by a presenta-
tion of data on leachate characteristics at actual waste dis-
posal sites.  Principal options for dealing with hazardous waste
leachate are identified.  Subsequently, technology profiles are
developed for processes having potential application to leachate
treatment.  Treatability data and information on by-products,
and costs supplement process descriptions and an assessment of
process applicability.

     A key section enumerates factors which influence treatment
process selections and provides a suggested approach for system-
atically addressing each.  Selected hypothetical and actual
leachate situations are used as examples for applying the
approach to the selection of appropriate treatment processes.

     Other sections address monitoring, safety, contingency
plans/emergency provisions, equipment redundancy/backup, permits,
and surface runoff.  Each of these topics are important consid-
erations necessary for effective management of hazardous waste
leachate.

-------
                            CONTENTS
Preface .......... * ........................................
Abstract ............................ ......................   v
Figures [[[
Tables [[[
Acknowledgment ............................ .................
   1.  INTRODUCTION ......................... ...............  1-1
   2.  OVERVIEW OF LEACHATE GENERATION .....................  2-1
       2.1  General Discussion ............................  2-1
       2.2  Factors Affecting Leachate Generation and
            Characteristics ...............................  2-2
            2.2.1  Physical Influences ....................  2-2
                   2.2.1.1  Liquid Characteristics ........  2-2
                   2.2.1.2  Solid Characteristics .........  2-2
                   2.2.1.3  Physical Trans formations ......  2-3
            2.2.2  Chemical Influences ..... ................  2-3
                   2.2.2.1  Solubility .....................  2-3
                   2.2.2.2  Chemical Transformations ......  2-4
            2.2.3  Biological Influences ..................  2-5
       2. 3  References ....................................  2-5
   3 .  LEACHATE CHARACTERISTICS ...........................  3-1
       3 . 1  General Discussion ............................  3-1
       3.2  Leachate Characteristics at Actual Sites ......  3-3
       3.3  Leachate Categorization .......................  3-17
       3.4  References ............. , ........ ...............  3-20
   4.  HAZARDOUS WASTE LEACHATE MANAGEMENT OPTIONS ........  4-1
       4.1  General Discussion ....................... . . . . .  4-1
       4.2  Hazardous Waste Treatment v..'. .................  4-3
       4. 3  Disposal Site Managment .......................  4-5

-------
              CONTENTS (continued)

     4.4.2.  On-Site Treatment/Disposal 	  4-11
4.5  Summary 	  4-13
LEACHATE TREATMENT TECHNOLOGIES 	  5-i
5.1  General Discussion 	  5-1
5.2  Treatability of Leachate Constituents 	  5-2
5.3  Unit Process Application Potential 	  5-4
     5.3.1  Biological Treatment 	  5-5
     5.3.2  Carbon Adsorption 	  5-6
     5.3.3  Catalysis 	  5-6
     5.3.4  Chemical Oxidation 	  5-6
     5.3.5  Chemical Reduction 	  5-7
     5.3.6  Chemical Precipitation 	  5-7
     5.3.7  Crystallization  	  5-8
     5.3.8  Density Separation 	  5-8
     5.3.9  Dialysis/Electrodialysis 	  5-9
     5.3.10 Distillation		  5-9
     5.3.11 Evaporation 	  5-9
     5.3.12 Filtration 	  5-9
     5.3.13 Plocculation 	  5-10
     5.3.14 Ion Exchange 	  5-10
     5.3.15 Resin Adsorption 	  5-11
     5.3.16 Reverse Osmosis 	  5-12
     5.3.17 Solvent Extraction 	  5-13
     5.3.18 Stripping 	  5-13
     5.3.19 Ultrafiltration 	  5-13
     5.3.20 Wet Oxidation 	  5-14
5.4  Evaluation of Unit Processes 	  5-14
5.5  By-Product Considerations 	  5-18
5.6  Treatment Process Costs 	  5-28
5.7  References 	........"..'.	  5-31
LEACHATE TREATMENT PROCESS SELECTION 	  6-1
6.1  General Discussion 	  6-1
61.2  Performance Requirements 	  6-2
                       vii

-------
                  CONTENTS  (continued)

    6.3   Treatment Facility  Staging  	 6-5
    6.4   Treatment Process Selection Methodology  	 6-6
         6.4.1   Disposal Site With Existing Leachate  ... 6-9
         6.4.2   Disposal Site Without Existing Leachate. 6-10
    6.5   Considerations Relating To Process Train
         Formulation 	 6-12
         6.5.1   Biological Treatment	 6-12
         6.5.2   Carbon Adsorption  	 6-16
         6.5.3   Chemical Precipitation/Coagulation  	 6-17
         6.5.4   Density Separation  	 6-18
         6.5.5   Filtration  	 6-18
         6.5.6   Chemical Oxidation  	 6-18
         6.5.7   Chemical Reduction	 6-19
         6.5.8   Ion  Exchange	 6-19
         6.5.9   Membrane Processes  	 6-20
         6.5.10  Stripping Processes  	 6-20
         6.5.11  Wet  Oxidation  	 6-20
    6.6   Process Train Alternatives  	 6-20
         6.6.1   Leachate Containing Organic Contaminants 6-21
                6.6.1.1  Love Canal Experience  	 6-21
                6.6.1.2  Ott/Story Site Study  	 6-26
                6.6.1.3  Other  Possibilities  .,	 6-31
         6.6.2   Leachate Containing  Inorganic
                Contaminants 	 6-33
         6.6.3   Leachate Containing Organic and
                Inorganic Pollutants  	 6-39
    6. 7   References  	 6-42
7.   MONITORING	 7-1
    7.1   General Discussion	 7-1
    7.2   Monitoring  Program Design	 7-3
         7.2.1   Parameters  To Be Measured 	 7-3
         7.2.2   Analytical  Considerations 	 7-6
         7.2.3   Sampling  	 7-6
                           V1JJL

-------
                   CONTENTS (continued)

    7.3  Leachate Characterization 	  7-7
         7.3.1  Wastes Received 	  7-8
         7.3.2  In-situ tloni tor ing 	  7-8
         7.3.3  Collected Leachate 	  7-8
    7.4  Treatment Effluent Monitoring 	  7-9
         7.4.1  Sampling Locations	  7-9
         7.4.2  Parameters 	  7-9
         7.4.3  Data Analysis 	  7-10
         7.4.4  Process Optimization 	  7-10
         7.4.5  Safety Considerations 	  7-10
    7.5  References 	  7-11
8.   OTHER IMPORTANT CONSIDERATIONS 	  S-l 1%
    8.1  Safety 	  8-1
         8.1.1  Degree of Risk 	  8-1
         8.1.2  Restricted Entry 	  8-1
         8.1.3  Safety Rules 	  8-2
         8.1.4  Supervision 	  8-2
         8.1.5  Inspections 	  8-3
         8.1.6  First Aid and Medical Assistance 	  8-3
         8.1.7  Protective Equipment 	  8-3
         8.1.8  Ventilation 	  8-4
         8.1.9  Housekeeping 	  8-5
    8.2  Contingency Plans/Emergency Provisions 	  8-5
         8.2.1  Emergency Situations 	  8-5
                8.2.1.1  Natural Disasters 	  8-5
                8.2.1.2  Accidents 	  8-6
         8.2.2  Plan Development 	  8-6
                8.2.2.1  Organizational Responsibilities 8-6
                8.2.2.2  Plan Components 	  8-6
         8.2.3  Fire Protection 	  8-9
                8.2.3.1  In-Plant Measures 	  8-9
                8.2.3.2  Training 	  8-10
                8.2.3.3  Hazards Identification 	  8-10
    8.3  Equipment Redundancies/Backup 	  8-11

-------
                     CONTENTS (continued)

            8.3.1  General Discussion	 8-li
            8.3.2  Equipment 	 8-12
                   8.3.2.1  Control Systems 	 8-12
                   8.3.2.2  Tanks and Containers 	 8-12
                   8.3.2.3  Pipes and Transfer Lines 	 8-12
                   8.3.2.4  Valves 	 8-12
                   8.3.2.5  Pumps 	 8-12
                   8.3.2.6  In-Plant Drainage 	 8-13
                   8.3.2.7  Electrical Filters 	 8-13
       8.4  Permits 	 8-13
            8.4.1  Consolidated Permit Regulations 	 8-13
            8.4.2  Other Permits 	 8-14
       8.5  Personnel Training 	 8-14
       8. 6  Surface Runoff 	,	 8-15  ''*
       8. 7  References	 8-19
Appendices
   A.  Summary of Reported Water Contamination Problems ... A-l
   B.  Alphabetical Listing of RCRA Pollutants 	 B-l
   C.  Unit Process Summaries - Sanitary Landfill
       Leachate Treatment 	,	 C-l
   D.  Unit Process Summaries - Industrial Wastewater
       Treatment 	 D-l
   E.  Treatability of Leachate Constituents 	 E-l

-------
                            FIGURES


Number                                                     Page
3-1   Waste stream categorization matrix 	  3-19
4-1   Waste management options - effect on leachate
      generation 	  4-2
6-1   Methodology to select leachate treatment process ...  6-8
6-2   Love Canal Permanent Treatment System schematic
      flow diagram 	  6-22,
6-3   Schematic of carbon sorption/biological process
      train 	  6-32
6-4   Schematic of biological/carbon sorption process
      train 	  6-34
6-5   Process train for leachate containing metals 	  6-36
6-6   Process train for leachate containing metals
      including hexavalent chromium 	  6-37
6-7   Process train for leachate containing metals
      including hexavalent chromium and cyanide 	  6-38
6-8   Process train for leachate containing metals and
      ammonia and requiring TOS control 	  6-40
6-9   Schematic of biophysical process train 	  6-43
                              xi

-------
                            TABLES
Number                                                     Page
3-1   Summary List of Contaminants Reported 	  3-4
3-2   List of Conventional Pollutant Concentrations
      Reported at Six Sites 	  3-16
3-3   Characterization of Harzardous Leachate and
      Groundwater From 43 Landfill Sites	  3-17
4-1   Stabilization/Fixation Techniques ..„	  4-6
5-1   Treatment Process Applicability Matrix 	  5-16
5-2   Leachate Treatment Process By-Produce Streams 	  5-19
5-3   Residue Management Alternatives 	  5-29
6-1   Performance Data on Temporary Treatment System
      at Love Canal 	  6-24
6-2   Ott/Story Groundwater Characterization 	  6-27
8-1   Suggested Guide for an Operation and Maintenance
      Manual for Waste Treatment Facilities 	  8-16
                             Xll

-------
                        ACKNOWLEDGMENTS


     The authors wish to thank Mr. Stephen James, Mr. Dirk
Brunner, and Ms. Wendy Davis-Hoover of the U.S.-EPA MERL and
Mr. Les Otte of the U.S.-EPA Office of Solid Waste for their
able advice and assistance which facilitated assembly and re-
view of this document.

     A critical review of the manuscript provided by Dr. Gary
F. Bennett of the University of Toledo was especially helpful.

     Review comments by Mr. B.W. Mercer of Battelle-Northwest
also are gratefully acknowledged.

     Special thanks go to Mrs. Ellen M. Stempkowski who was
responsible for typing and overseeing assembly of much of
this document.

     Data contained in Appendices C and D were contributed
by Monsanto Research Corporation (MRC).  An unpublished draft
document on leachate management prepared by MRC was consulted
prior to preparation of this document.
                              Xlll

-------
                            SECTION 1

                          INTRODUCTION
     Leachate generated by water percolating through a hazard-
ous waste disposal site could contain significant concentrations
of toxic chemicals.  Proper leachate management is essential to
avoidance of contamination of surrounding soil, groundwaters,
and surface waters.  Consequently, this document has been pre-
pared to provide guidance on available management options for
controlling/ treating and disposing of hazardous waste leach-
ates.

     Leachate management options include all of the decision
factors throughout the entire hazardous waste management process
which have an impact on the nature or generation potential of
leachate.  Thus, consideration of leachate management options
could begin with the manufacturing process and extend through
the hazardous waste management chain to leachate treatment/
disposal.  This management chain can be divided into four major
areas:  (1) waste generation, (2) hazardous waste treatment
prior to disposal, (3) disposal site management, and (4) leach-
ate treatment/disposal.  Because companion permit manuals and
technical resource documents address many of these aspects in
detail, the central focus of this document is on leachate man-
agement subsequent to leachate generation.  When other aspects
of leachate management are mentioned, the reader is referred to
an appropriate source for details.

     Hazardous waste leachate management is an area where little
past experience exists.  Therefore, in preparing this document,
it has been necessary to draw heavily upon experience in related
areas..  Certain pitfalls are inherent in such an approach and
thus,- an effort has been made to alert the reader to areas of
uncertainty throughout this document.

     A major factor that must be taken into consideration in
structuring the leachate management process is the need for
post-closure operation.  Closure of the hazardous waste disposal
site probably will not mean terminating' leachate management op-
erations.  Rather, leachate collection and.disposal concerns
will continue subsequent to site closure.  This could necessi-
tate long-term post-closure operation and financial commitments.
Site closure also could influence leachate composition and quan-
tity and, thus, treatment facility performance.  Consequently,

                               1-1

-------
site closure ramifications merit considerable attention early
and throughout the process of managing leachate.

     It is recognized that some users may not wish to read this
document in its entirety.  Therefore, to the extent possible,
sections have been prepared to be self-standing.  Nevertheless,
there is a necessary interrelationship among sections and a log-
ical progression as information from early sections is built
upon in later ones.  An effort has been made to cross-reference
pertinent information.

     There are seven subsequent sections of this document.  Each
of these is listed below together with a brief description of
the contents of the section.

     Section 2, Overview of Leachate Generation - This section
     briefly describes factors that influence leachate genera-
     tion with the emphasis placed upon factors affecting leach-
     ate composition.  It may be of interest to those wishing to
     predict future leachate composition at new sites.

     Section 3, Leachate Characteristics - This section examines
     hazardous waste leachate characteristics.  Available data
     on leachates, and contaminated ground and surface waters
     are presented and discussed.  Data presented give insight
     into leachate characteristics at actual hazardous waste
     disposal sites, and thus provide a basis for selecting and
     evaluating leachate treatment technologies.

     Section 4, Hazardous Waste Leachate Management Options -
     Four principal areas of hazardous waste leachate management
     options (i.e. waste generation, hazardous waste treatment,
     disposal site management, and leachate treatment/disposal)
     are identified in this section.  Primary emphasis was
     placed upon the leachate treatment/disposal area wherein
     leachate is processed to render it acceptable for discharge
     or ultimate disposal.

     Section 5, Leachate Treatment Technologies - This section
     provides treatability data on compounds identified at ac-
     tual waste disposal sites.  An initial assessment of the
     potential applicability of twenty unit treatment processes
     to leachate treatment also is made.  Consideration is given
     to treatment process by-products, and to capital and opera-
     ting costs for selected technologies.  Information in this
     section can be used to combine individual  unit processes  to
     form a treatment system appropriate, .for. the type of leach-
     ate encountered.

     Section 6, Leachate Treatment Process Selection - This  sec-
     tion provides an understanding of factors which influence
     treatment process selection.  These factors are enumerated

                               1-2

-------
     and an approach is suggested  for systematically addressing
     each.  Finally, selected hypothetical and actual  leachate
     situations are used as examples for applying  the  approach
     to selection of appropriate treatment processes.

     Section 7, Monitoring - This  section points out those con-
     siderations which are important in the design of  monitoring
     program to support hazardous waste leachate management ef-
     forts.

     Section 8, Other Important Considerations - Subjects ad-
     dressed in this section are safety, contingency plans/
     emergency provisions, equipment redundancy/backup, permits,
     and surface runoff.  Some of  the topics are discussed in
     general terms, while others apply directly to leachate
     treatment facilities.  The intent is to identify  consider-
     ations which are necessary for the safe and effective
     treatment of hazardous waste  leachate.

     This manual is not designed to be a prescriptive  "cook
book".   Sufficient past experience simply is not available to
permit  such an approach.  Thus, the reader is challenged  to use
the extensive information presented herein in a manner requiring
considerable technical judgment.  This is necessary because of"
the complexity of leachates likely to be encountered,  and the
fact that compositions vary widely from site to site,  and in
some cases, within given sites.  On the other hand, the manual
does attempt to provide a logical  thought process  for  arriving
at the  most reasonable treatment process train for any leachate
likely  to be generated.  Furthermore, sufficient factual  infor-
mation is provided so that the user can readily identify  a few
potential treatment alternatives.  Having identified such alter-
natives, the user then is given sufficient guidance so that
final choices can be made.
                               1-3

-------
                            SECTION 2

                 OVERVIEW OF LEACHATE GENERATION
2.1 GENERAL DISCUSSION

     As discussed in subsequent sections, leachate management is
highly dependent upon leachate characteristics.  Leachate char-
acteristics, in turn, are dependent upon how the leachate is
generated.  Because hazardous waste management under RCRA regu-
lations is in its early stages, there is a dearth of information
on leachate generation.

     Ideally, leachate treatment alternatives should be evalu-
ated using actual leachate in treatability and pilot plant
studies.  However, at the time of permitting new sites leachate
is unavailable.  Methods to select appropriate treatment tech-
nologies in the absence of actual leachate for treatability
studies are described in Section 6.4.  The methods described in
this section envision projecting leachate compositions using
data on the wastes expected to be disposed of, extrapolations
from analogous disposal experience, and from theoretical prin-
ciples.  While a complete discussion of leachate generation from
a theoretical point of view is beyond the scope of this manual,
this section describes factors that influence leachate genera-
tion in general terms.

     Emphasis in this section is placed upon factors affecting
leachate quality.  A detailed description of methodologies for
estimating leachate volume is provided in a companion document
in this EPA hazardous waste series, "Hydrologic Simulation on
Solid Waste Disposal Sites", SW-868.  Although intended to de-
scribe leachate for municipal landfills, a report by Phelps (1)
discussed theoretical aspects of the change of mass in fluid and
solid phases with respect to time.  Phelps provided leaching
curves (concentration vs. time) to describe the effects of four
parameters on leachate concentrations:  (1) ratio of column
depth to infiltration rate, (2) mass transfer rate constant, (3)
equilibrium constant, and (4) the initial amount of leachable
material per unit volume of column.  Manual users are referred
to this reference for a detailed discussion of the theoretical
principles of leachate generation, albeit for a municipal
landfill.                                                   I

     Freeze and Cherry (2) discussed leachate generated from

                               2-1

-------
land disposal of solid wastes, sewage disposal on land, agri-
cultural activities, petroleum leakage and spills, and  radio-
active waste disposal.  This reference also coul,-; be helpful in
estimating leachate compositions.

     Tve rsrain^er of this section is an enumeration of factors
which :ould be important in assessing leachate generation.  For
details, the reader is again referred to the works by Phelps (1)
and Freeze and Cherry (2).

2.2  FACTORS AFFECTING LEACHATE GENERATION AND CHARACTERISTICS

     Leachate will be generated as a result of the movement of
liquids by gravity through a disposal site.  Similarly, leachate
will be generated as liquid contained within a disposal impound-
ment moves through soil beneath the disposal area.  Leachate
quality is dependent, upon numerous factors.  It is not  the in-
tent to deal with such factors in detail here; rather the reader
is given a brief overview for purposes of identifying consider-
ations which should be explored at length elsewhere.

2.2.1  Physical Influences

2.2.1.1  Liquid Characteristics—
     Liquid moving through the site can be comprised of precip-
itation falling upon the site, groundwater migrating through the
site, and the liquid fraction of disposed materials.  The quan-
tity of liquid will be a major determinant of the rate  at which
the leachate will be generated as well as the leachate  composi-
tion.  Liquid movement can be complicated by variations in den-
sity, viscosity, and miscibility.  It is possible that  the
liquid could be multi-phased, e.g., water, oil, and solvents
with the various phases moving through the solid medium at dif-
ferent rates.

2.2.1.2  Solid Characteristics—
     For landfills, solid waste materials could comprise a sig-
nificant fraction of the medium through which the liquid pass-es.
Thus, it should not be assumed that soil alone is the solid
medium.  Furthermore,  it is unlikely that the solid wastes or
soil are"homogeneous.   Because of the expected solid mixture,
porosity and particle sizes are expected to be variable.  This
will have an influence on liquid velocity and the time  in which
the liquid is in contact with the solid.

     Initially, liquid percolating through a landfill will be
absorbed by the solid material.  When the absorptive  (moisture-
holding) capacity is reached, i.e., when the solid is saturated,
then leachate quality is likely to be influenced by surface
leaching.  After saturation, the length of the solid  column  will
be the major determinant of the jtime required for the liquid  to
reach the leachate collection system.

                               2-2

-------
2.2.1.3  Physical Transformations—
     The principal physical  transformation expected  in  the
leaching process is plugging of pore spaces and  the  resultant
influence on chemical processes and leachate  flow rates.   If the
disposed wastes contain significant amounts of suspended  solids,
then the in-place material will act as a  filtering medium, and
percolation flow rates will decrease as the pore spaces become
clogged.

2.2.2  Chemical Influences

2.2.2.1  Solubility—
     Solubility is one of the most important  factors which in-
fluence leachate quality.  Solubility is  a function of the
chemical composition of the liquid phase, surface area contact
between the liquid phase and the solid medium, contact time, pH,
temperature, and chemical composition of  solid material.  Chem-
ical composition of the leachate determines dissolution and re-
action rates.  For example,  if the liquid phase  approaches the
solubility product for certain compounds, then further leaching
will be limited and transfer rates from the solid to the  liquid
will be low.  Conversely/ if the liquid phase is dilute,  dis-
solution of the solid medium will be more rapid.  If the  solu-
bility product is exceeded,  then chemical precipitation could
occur.

     Size of solid particles has a direct influence  upon  leach-
ing.  Smaller particles result in larger  surface areas thus
permitting increased contact and corresponding increased  leach-
ing by the liquid.  Physical degradation  due  to  aging and ero-
sion processes, which break solids into smaller  pieces, in-
creases exposed surface area.  In general, dissolution is
directly proportional to the surface contact  area.

     Porosity, defined as the volume of void  spaces within a
solid matrix divided by the  total unit volume, influences the
flow rate of liquid through  the solid and thus,  the  contact time
between the liquid and solids.  As contact time  increases (where
there is lower porosity), dissolution increases  up to the max-
imum soluble concentration of the constituents in the liquid.
Thus, longer contact times permit more complete  chemical  re-
actions between the liquid and solid, until eventually an equil-
ibrium concentration is reached.

     pH is consi- red a significant variable  affecting  leachate
composition because of its effect on solubility  and  chemical
reactions occurring in the disposal site.  In general, pH af-
fects solubility in two principal ways:

     (1)  alteration of simple solution equilibria,  and
               !
     (2)  direct participation in redox reactions.

                               2-3

-------
 pH  generally  is  a  function of  the  type  of waste  disposed.   Low-
 molecular weight acids  and carbon  dioxide which  result  from an
 aerobic  digestion  of  organic material reduce  the pH.  Hazardous
 wastes can  contribute to  pH change due  to  their  own  specific
-characteristics  or by the dissolution of waste materials  into
 leaching water.  Changes  in pH can influence  the solubility of
 the waste materials.   For example,  heavy metals, are  solubilized
 in  acidic solution.   Normally, the solubility product for  metals
 is  lowest in  mildly basic solution.  Thus,  acidic conditions
 promote  the leachability  of metal  ions, and markedly  increase
 the potential for  appearance in  the  leachate  collection  system.

      Soil admixtures  also can  influence solubility.   Acid  or
 alkaline soils can influence solubility either positively  or
 negatively.   For example, acid soils tend  to  promote  solubili-
 zation of waste  constituents,  whereas higher  pH  in alkaline
 soils likely  will  retard  solubilization.

      A disposal  site  has  some  capacity  to  tolerate acids  or
 bases before  the pH of  the system  is markedly affected.   If this
 buffer capacity  is high,  the leachate composition is  more  stable
 and predictable.  Correspondingly,  a low buffering capacity
 makes the leachate composition more  difficult to predict.

      Temperature changes  within  the  disposal  site can occur due
 to  the temperature of materials  added,  redistribution of heat  by
 intruding extraneous  water, and  heat generated by waste  decom-
 position (biological  and  physical/chemical  activity).  Tempera-
 ture  is  important  because it influences reaction rates  between
 the liquid  and solid  medium.   Moreover, it  exerts an  influence
 biologically  on  microbial catalysis. Both  solubility rates and
 microbial activity increase as temperatures rise. Hence,  during
 warm  months,  leachate may contain  higher concentrations  of con-
 taminants.

 2.2.2.2  Chemical  Transformations—
      Chemical transformations  occurring within  the disposal site
 could include adsorption, oxidation  and reduction, and  precipi-
 tation.  Most soils are known  to have cation  exchange capacity.
 This  capacity is variable dependent upon  the  type of  soils.  To
 a lesser extent, some soils are  known  to  sorb anions.  While
 this  may be an important  influence during  initial stages of dis-
 posal operations,  it  is expected that exchange  capacity will be
 exhausted at  about the  time the  solid medium  is  saturated by the
 liquid.  Thereafter,  exchange  capacity  will be  at equilibrium
 and will not  be  a  consequential  'determinant of  leachate com-
 position.

      Redox  potential  can  influence chemical and  biological re-
 actions.  In  disposal sites dissolved oxygen  concentrations will
 decrease with depth.   Thus, chemical constituents will  be oxi-
 dized in the  upper zones  where there is sufficient dissolved

                               2-4

-------
oxygen present, whereas  reducing  conditions may  be  expected  in
the  lower depths.  Correspondingly,  aerobic biological  activity
will prevail  in the upper  zones giving way to  anaerobic  re-
actions as dissolved oxygen  is depleted with depth.

     Chemical reactions  could occur  in the disposal  site depend-
ing  upon the  types of materials disposed.  For example,  neutral-
ization reactions could  be evident,  and metals could precipitate
in alkaline solution.

2.2.3  Biological Influences

     Microorganisms solubilize and oxidize organic waste con-
stituents.  Microbes not lethally affected by  the waste  product
may decompose both the toxic and  nontoxic organic compounds  into
organics that can be metabolized  further.

     The microbial population within the disposal site depends
upon waste composition,  nutrients available, concentration of
toxic material, oxygen levels, temperature, pH,  percent  mois-
ture, and the initial population  found in the  waste  liquid or
solids and any admixes such as soil.  Aerobic  microorganisms
will give way to anaerobic species as oxygen is  depleted.  An-
aerobic microorganisms which then predominate  may generate sig-
nificant amounts of gases such as methane, hydrogen  sulfide, and
ammonia that can cause both odor  problems and  potential  explo-
sion hazards.

     Biological activity may change  substantially over  time  and
may become more significant as a  disposal site ages.  Biological
processes could act to reduce the levels of organic  compounds
which appear in leachate.  This could impact the nature  and  dur-
ation of necessary post-closure leachate management  measures.

2.3  REFERENCES

1.   Phelps, D. Solid Waste Leaching Model, Draft Report.
     University of British Columbia, Department  of Civil
     Engineering,  Vancouver, Canada,  p. 1-25.

2.   Freeze, R.A., and J.A. Cherry.  Groundwater.  Prentice
     Hall.   Englewood Cliffs, New Jersey, 1979,  604  pp.
                               2-5

-------
                            SECTION 3

                    LEACHATE CHARACTERISTICS
3.1  GENERAL DISCUSSION

     In the previous section, factors which affect leachate
generation were described.  This section takes the next step and
attempts to relate hazardous waste leachate generation with the
expected pollutant characteristics of such leachate.  For pur-
poses of this manual, leachate is regarded as the liquid which
drains from the aqueous portion of disposed materials to the
leachate collection system.

     Presumably, safeguards will be engineered into the disposal
operation which minimize dilution of the leachate due to perco-
lation of precipitation, or runoff, or flow through of extra-
neous water sources such as groundwater.  Moreover, the collec-
tion system will intercept the leachate before migration from
the site and dilution can occur.  Thus, the leachate is en-
visioned as a concentrated solution of chemicals representative
of soluble or leachable materials contained in the disposal
site.  Another possible type of leachate is that from existing
hazardous waste disposal sites which may have been constructed
prior to implementation of RCRA regulations, and  presently
require upgrading and retrofitting.  Leachate from such land-
fills might be more dilute because of infiltration of extraneous
water.  Contaminated surface water which has contacted hazardous
waste is expected to be even more dilute.

     The intent of this section is to examine leachate charac-
teristics from new and existing secured landfills and surface
impoundments which accept hazardous materials for disposal.
This is a difficult task because little data are available on
existing facilities.  Consequently, it was decided to secure
whatever existing data were available on leachates, and contam-
inated ground and surface water problems associated with haz-
ardous waste disposal operations.  The belief is that current
data will provide information on. compounds., disposed in the past
and to some extent on migration of these compounds.  However,
the concentrations found probably will be lower than for newly
permitted facilities because future efforts will be made to
exclude the extraneous dilution water.

     Notable deficiencies in the existing data base include:

                               3-1

-------
    •  Very little data on actual hazardous waste leachate
       exist.   Most available leachate composition data pertain
       to sanitary landfills.

    •  Reported information is such that it often is difficult
       to distinguish between leachate and contaminated
       groundwater,  wherein some dilution has occurred.

    •  Most available composition data on contamination
       associated with hazardous waste disposal sites pertains
       to surrounding ground and surface wastes.

    •  Composition is highly variable from site to site, at
       different sampling locations within a given site, and at
       a given location over a period of time.  (Factors that
       contribute to variability were addressed in Section 2.)

    •  Analytical testing is difficult and very costly in a
       complex hazardous aqueous waste pollution matrix.  These
       factors serve to limit the data base.  In addition,
       analytical errors and interferences also may contribute
       to some of the variability.

    •  Because of the analytical complexity and expense,
       "complete" characterizations are nonexistent.

    •  Comparison of leachates is hindered because no definitive
       listing of chemicals disposed could be developed on a
       site-by-site basis.

    •  There is a general lack of information regarding the
       physical characteristics of each site.

Thus,  the existing data base is characterized primarily by its
incompleteness and variability.

     Despite the above cited deficiencies, available information
does give insight into leachate characteristics at actual haz-
ardous waste disposal sites.  Moreover, the available  informa-
tion can be uaed to provide guidance on the selection  and eval-
uation of leachate treatment technologies.

     Rather than attempt to formulate "typical"  leachate  compo-
sitions, this section focuses on providing and summarizing
available characterization data on leachates, and contaminated
ground and surface .waters associated with  e'xisting hazardous
waste disposal sites.  The latter categories  were included be-
cause they represent the preponderance of  the data base and
because they provide information on the types of compounds which
have been associated with previous disposal operations.

     In summary, while it is not possible  to  characterize

                                3-2

-------
leachates precisely, sufficient information does exist to permit
definition of a range of management alternatives for leachates
at secured landfill sites.

3.2   LEACHATE CHARACTERISTICS AT ACTUAL SITES

     Because concern for proper management of hazardous wastes
has intensified only recently, published leachate data most
frequently describe sanitary landfill leachate rather than haz-
ardous waste leachate.  Data from sanitary landfills was not
used in this manual.  Rather, this manual relies heavily on a
recent report (1) which contains published and unpublished data
on ongoing hazardous waste disposal site studies.  Much of the
data contained in that report was obtained in conjunction with
recent efforts to determine the magnitude of the national haz-
ardous waste disposal problem.  Most often the data reflected
contamination of surface and groundwater resources by migrating
leachate rather than representing the characteristics of concen-
trated leachate.  It is believed that this type of data, while
not fully elucidating leachate composition for treatability
purposes, does provide insight into the types of compounds which
actually have been identified in association with hazardous
waste disposal operations.

     Characterization data on leachates, and contaminated ground
and surface waters in the proximity of 30 sites containing haz-
ardous wastes was compiled.  Because of the large amount of
data, this information is presented in Appendix A.  There is a
wide variation from site to site in the detail and completeness
of the data contained in Appendix A since relatively few sites
have been well characterized.  Nevertheless, this data compila-
tion represents the best information available at this time.

     A summary of the data contained in Appendix A is presented
in Table 3-1 which lists specific pollutants identified at the
30 sites, the range of concentrations reported, and the fre-
quency with which the pollutants were found.  Chemical  contam-
inants are listed in alphabetical order with an indication of
the pollutant grouping and chemical classification of each
compound.

     Users of this manual should note that data in Appendix A
and Table 3-1 include more contaminants than those dealt with by
RCRA concerns.  Leachate treatment processes must deal with a
broader spectrum of compounds than those listed in RCRA as
acutely hazardous, hazardous, or toxic.  That is, treatment
processes must be designed to deal with hazardous constituents
in the matrix in which they occur.  Moreover, it is likely that
effluent from a leachate treatment process will have to meet
requirements in addition to RCRA regulations (e.g., NPDES, pre-
treatment).
                               3-3

-------














Q
W
g*
OS
o
Cu
u
OS
CO
E-
2
2
M
£
<:
E-
2


Cu
0

CO
J
>
c:
irf
v*
z
3
CO

i
ci

U
j
ca
,tf
E-


















CO
01
4J »C
•H CU
CO ±J
«i o
o a
0)
• c:
0

c
0 *
•H *
4J -ft
us a> T>
ki 01 CU
Jj C 4J
d fl ki
. tr o "x* \
01 O O1 "t CTI
O £ CO O £ "*•» (— i g
O O O • P— * 0^ —^ f-l
O OOO~*'OOEOO'~i -^ O
* P— O OC^<^lfX r~4 Q f^» £^ 0"* O U*l
O^''^^^ loVor^onou fi'HQjEQO ^ w n
(^•^"^VifMOCTii/i -HfN i~i| OCN*J" nV vOOQ
• ro 4 CL CU 2C £ 2* CU CO CU U CU

% * * » * * %
< E S E E E E
0)
CU 4J
C (0
•H i— 1
T3 fl *i— *
*• O -H ,C ^
ui vo 3 4J >i

O -I *H 73 OCUO.CU C
U -x.>^ -H +i G JZ 10
a nj CN fN ^ kt 1 CU *•* 0< £•
0 (NCNCN l kl C CO
a co -H -^ -H j: c ki x x o -H g
•H HJ ^^^v,^*,, OHJ O^CUS^C 0
C V0 vO OJ ^* CU ^0 tC T3 CU J* f*4 CU ki
0} .-HfHtJ'UI "O X4J'HCU(O^V4^CO 0
(H >^OOi CUCUOCC>»iTJO "~^
^? ^J »H (— ^ ^ ^ JZ £ £ <0 *^ tC *J »£ .£•
C -H CU E >-( *J C CU O
aio ccukiuuki" 'ncycuai.cjfO>iO)0)--( -H
C-u C-HCOOOO ^HCCC-H^HCi "O
0 CU -H r-4 -H ^ f-* ^ i— ( (OCUCU'CUO^i'tU •— ' — ' C O
•UU ktiQ^CJUUCJ N S N M M N ;C CU ^ E
CUHJ rO^<-HOOOO CCCCCCQiOJCO^ QO
Ql 0i*^^'^^^CkiktkiktCOfOCUCUCUCUCUCUCU *H -H *H CU O ^
<£<<<<


o
in










^•^































^
0

a
4J
a
ca
|
r^
3-4

-------
a
0)
4J «C
•H 4
-T— I ^
CO -U
Li
tLJ O
*** y
o a
4)
• K
0
z
c
0 *
•H *
4J «
iO 4) TJ
Li C" 4)
•U C *>
C (0 Li
41 OS Q
CJ 0.
C 41
0 »
O

*-» +•
TJ C 1
4) a -H *
3 C 
w c *
ij io a
03 -P 3
< 30
6* i-( Ll
. BM
o°
w
a.






Contaminant



^H^4i-^»4r-^>-H'H^








vO
CD  o i i i
cs VV V«n  i i
o c c c a> x
01 .£ 41010101.C 4J
TJ o xs^aMc.-* ai
> a oocai>i 2
J= ^ Li Li 0) 3 C
414) i-O jJ +J XI — ' I
aj.^^c-H ccLi4jacc
C«^(00)>i 1 |4-»OIO)0)
C 'H-^NNsJEmfn-^LiCjix:
(0 ^ccccLii ic-uiaa
4) Lt -HflOlOlOlOOOO-HOOOOl
CM3 C.LtXlXiXl'MLiLiLiCLiLiLiTJ
OlQ1^ *00-COOOOOOOOO-»
^ £ 0 Li^LiLiLiLi^^^Li^^rH^
a ax: 0^:0 o o o £ f. £ oxjs^-1
EELi ^O^^4-Hr4aoo^OOO3
(Cn3flTjjri^:x:j=^:i i 1X1 i i 
-------








"













is
CD
3
c
•*4
•U
C
0
o


1

u
J
CQ
?


























CO
V
4J "O
•^ Q)
CO -U
Ij
u-i 0
o a
Q)
' (X
0
z


c
0 *
•H *
4J *
*d 
^"4 ^f (J) *^J Q^ | f(J ^ C C CJ
II 55 I §i£?l|l coJJ o1
£ ^ <0 C D ^2 ^yjj-Lj^^jj-fjfp t-t^i
^iH gpHQCOO OJOJOOJOtDCaC
^i ^*i 0 fQ »O ,c,c ff-x a
00 -H X O £0. -H.H>-.CJO-OOCJOOO
Ll U X 4) •• 0 ^ 0 Ll a TJ- C -H -H ^ U -H -^ Ll -H Ll
ooo & -6>i-HOii«t3'oiO'C'ooao
CJO3 Q^CJ E-|J3^3VOU -H rtJO O O
1 1 01~*ZOOO>«iLl3C'H-^ I-H . «C » -U-H » .-H .-H
aa OOOOUUUOQCQcNQ^n ^^*JQ^-HQ^Q
3-6

-------















•0
0)
3
C
•H
4J
C
0
o


1

w
J
01
gM




























in
0)
"* g
o a
0)
* ffi
0
z
e
o *
•H *
+) 41
iO 0) TJ
w cn 4)
*J C -P
C iO W
0) OS O
o a
C 0)
0 a:
CJ
4J
C 1
(0 -H *
C "*•! *
•* -H C
SO) O
w w
(0 a »H
4J (0 *J
C .H (0
o c; o
CJ


4J
c «
* a,
3 0
"4 U
•H O
0
a.










•u
G
a
G
m+4

0}
4J
G
0
CJ














0
O ID ~4 O O
. id
^« »^l "V
0) *J a,
CU C 0) 0 ^H
0 *H *H k4 >•»
r— ( W O Q< i
o -o < o -P
>cH (N 0) 0)
04) -HE
•H 't-( . -H -H
O Q -i O D
•c
0)
3
_^ ^^^^(N^^^^ ^^^^.^^ ^^.^^ C
-J
c
0
o



rH
^"^ ^
CT1 'v». »T)
E 01 o -H
E <*l OOOtf^ OOOOOO

•H-nVo V.VVVCNVV
^ m .H











6-

,
CO W W
• . «
co a. a a

% *
= <
c c c c c
0) 0) 0) 0) 0) 4)
1 N N N N N C
-HO) CCCCC4)
>, C 0)0)0)0)0)M
^* d) ^j jQ J2 jC* ,O ^O C?
•P FH C 0> 0)
0)fOO> C<-*i-Hi— lr-4>HX!
I-PC MXX^J:^'-'
^ a a, o -u 0)0)0)0)0)0)01
1 * 0) 1 C (0 9 £>££££ £ 0
iM>iC>-iCONJJ t^rt)'cr)LD-^CN
^ E E ^ E ^ G *^ **4 ^i ^r <0 0) 'H 1 1 1 1 f 1
>i-H — •» -H >rH ->i-H >r >i ~ i—* "X X>H.Q >i »H •— 1 rH i— t ^H ^H
x: a * o ff a f. QCO,COOO>I x:>i>i>i>i>>i
4J i >,i *J i .P i OIO-HCXXJI^^JX^X^JSJ:

E -P E E aOi'oxtUELio)^:iO)a)o>o)0)0)
•H » 0) • -H » .H » -H -^ C *J 1 1 I 4J -H 1 1 1 | 1 I
a^ -H a cv> o 

-------


















•o
4)
3
C
•H
4J
C
0
o
*•*
1
s
ca

E"



























CO
4)
-H«
CO 4J
4*4 0
o a
0)
• a
0
z


c
o *
•H *
4J *
«J 4> "O
U 01 4)
4J C 4J
C 10 b
4) OS 0
0 (X
C V
0 £
O
4J
C 1
rtj -H *
C <*•) *
•H -H C
E 03 O
10 CO -H
•U A 4J
C -H (0
O O 0
U

c *
(0 a
4J 3
3 0

0
a











4J
C
10
C
E
10
4J
C
0
U








—I
'v-
"-- S
01 -H -^
s ^. ^. v
O! O! CO i-4
^ E g «H >x
\o o o -^ i-^ o>o o o o
en O O O O -H CO ** O ^» E • • • 01
1 O O 00 O O 1 V0 vO ^x • DI pi PI P) CN
v0 OOO0uO^v<0 ••^•-^pioiPiEoui in in t
co O QO P) o ^ ^* * ^ vo r*^ « • V E u^ ^H *f ^ ^ o
tOIOOOl CNCNC4 VOCOOCN * m \ *4 M -H r-t
PI -4 « • «N o ^ V Vi PI ,-4 in CN V V V V
V V vo r» • V
^ . p
i-4 V




^••-^•-^I^OCO^'CO^'-^ >~^'HCNrH^CN^'CNCN(N ^* *f P)
-H iH i-4





EH E-

« ,
CO E- 0, E E-
,
s
1 1
1 .-4 -4
x: > >i
jj fl) J? ^C
4) C 4) 4J 4J
>H >-4 4) C 1 4) i-< ON o-^c-^^
o ff o cc4)a)4J>«>,>,

0 t^ €3 4) (OOC4^.Q'O4^O^4J4)4^ ^-* C
•-40 •"< £ "-^ Q, C fl C -H tj 4J 4)X>4) 4) 4)
00)0 1 0 0 fO ^J 4) '~<> ^ C 4) "— ' E O E E <~*
a-«« c co — icui4jca1'-*04)>:>ii^i i «
•H C 4) U li0Q<34>0>i~4X3 4J-4U-H -4 ,£
E (0 x: -^ >i a i x) a«-« ox: -43*- >,^ — 4J
fl-H^a c xocNioo4io--4 ?h^ i o i i x
^^O'-H (0 o u i IN ^ >i»o >IX:OPIIPI iCC>i 01 x:04>iioOr-^4>x*Jcai— >i i m

3 4J a a, oc o a i o >ix 414) >>>i.sc>ic
J3 4) 0 0 4) 4) CSIXX —i-X -U i-( -M .-t FH ^; CX 4>X 4)^
OOhU C4JC l0.l«-»4J*J.X4J4)->i>l>l>i4J(04JM4JN>i
CO 10 Pi Pt OXOCnXCN^i4)4)X4)2E«XX X* X 4) X 4) C 4) C X
•H 1 00 CLD1£<<-4->Z4J£4)3C4)4J
1 Gi CO CO 4)>**4>HflQ4)| Ot 1 4)|tH4)4)4)4)l 4)IX)I>Q4)
a MM^^JJZZ^ ^CNZ
-------
            00
            4)
            4J T3
            •H 4)
            CO -U
              Li
            i 
-------















•o
0
3
C
•H
e
0
o
*•*
i
n
W

oa
(^
6*

























09
0
CO -U

*l (0 4J
C-t *
0 O 0
o


e «
« a
4J 3
3 0
^ w
0
a*












+}
e
0
c
1
4J
e
0
o





^**
JS
a
09 P»

O X
o o. o ^r
O O "—com
% O vO O f^* O 1
(M fl^ ^^ CO ^^ CU flN ^0 % 00 flw Ou
^ T V oo • i r« o
l  V











:o e- e-
* * •
a a, e- co co

% % * » »
xx a> o Q- a, a a,
» •. .
< EX


0
C
0 0
C 0
0 Ifl
N Wi
C f.
0 4J
A C
1—10 fl
0 —> C 09
e .H i-^ O 0
X ** >-^ -V
0^ c^ ^w **^ cj co
0 0 *J 0 C 0
U ,C 0 0 09
oa 0 *•« 0 E u 00
c -< >i i- 3 x: -tJ-u
•H ^ 4-1 0 0 4J --09 10 0
<4H UCrHiH C^H>HrHOy3vOv0OO^O(T'O^f O
r^Of*i<*)<*ioinin SOOfl-^
0- i^H *4 D

a c 4J c
W 0 0 O 0
0 x c o u
•H >1 >i >1 O
— o a a a -^ 00
0 3000 **J 0*0
C C Ul >4 U -H 0 -H
0 >iQ< Ou Cu O U ^
•HO 0^^^.fl 0OO Q.C04J 3
aa,Q.«—>-'«-'COcococococococo




^
"a5


o
C5 Ejb
• O
\fi.m
i— ( vQ
1 1
in oo
in in

^




CO CO




























0
w
3
4J
0

0

CO E
a 0
£- f-
3
C
C
0
y





















































3-11

-------
















-0
41
3
C
•H
4J
C
0
u
*«^
1

a
CO
.^
E-
























CO
4)
CO 4J
ij
M
C a
• at
0
z

c
o *
«H «
.u «
rtj tD *^J
fc CT> 41
•U C *J
e a i*
« OS 0
u a
C 4)
0 a:
u
C 1
(0 •* «
C «n *
•H -4 C
E a 0
ia a -H
•P iO -U
c ^ *
QUO
u

4J
c*
10 a
*J 3
3 0

*0 °
O.








4J
e
<
e
•H
g
10
^
e
0
u













in o
m o O
^3 ^"^ ^) ^D ^^
in c* i «n ^>
H 00 VO fM •
1 1 • 1 vO
V V V






^0 ^0 ^0 ^0 ^1*






^*
E- &- 6- CO

« » * *
CM s s a
, „
X S

1 1
0 0 ~<
W M £*t
O 0 J=
X X 4> 4)
U 4) O C E
0 C 10 (0 (0
h 4) U ff IH
4J ,C 4J *J *>
0) ^ V 0) 4)
e* « e-. E §-
1 01 01
(N Ui  j; m
CO CO
» rt3 fl * 4) iO «
r* ff. tl -H X: ^ 
">. \ g
<-* CT* DI »H
^-EOO E OO O O"^.
O^OOO OOOOO O Oi
OEOOOOO OOOinr^OOflOO E
n av o»»^<«'^'^t^'«<>-HTj1
^





E-1 E^
* %


u o o, o o.xo,cua,3:ixcuo4cn
• • - • . » •.
*• s: XSEKE z
4)
C 4) 4) -i
-l C 4) C C 4) O
>i 0 M (0 (0 C C
JZ & C ff ff 03 9)
4) <0 £i 4) 4) *J Oi
g U 0 0 0 4) 0) 0 CD
>0 UUUCS4)W4>
u u a>04>ooa)4)ococ
•*J 4) *H C>HC^^CiOX>IC3
6^ iO fl 0>,COpCOOlC>C3*'iO'H
1 X W "0 4J '«^ -*J -^ -H 4J 4J r4 4) -H 0
in 4J li •H4)^4)UV44)4)M-iEU-4J
4) O ^EE-OE-E-OOOOe-O
4)«4)E ^ OOl^Hl IMMMMI^-i
C ^^ c! OB 4) HH o^ CO * E ^* 0 ^^ c^4 0 0 0 O in 0
4)4>>H C 0 '-< ^( r-l ^ -H rH
M «NA 4)>H^>H>H »x *«x:>dx:>c » x:
CtNCO 1 iq nl in Q ro I'l i^ i-< fj fl fj fi «f Ci
4) 41 -H 2 O •-* -P -P -P *H -H -H -i-l -H -H -H
£1 »£X:XOOOOOU » IM - «WllJUL4 -U
-( e- &- e- e* E- e- e- E-J~« E- ^ ^ e- e- E- E- 
-------





















•o
0>
3
C
4J
C
0
CJ
*~"
i
PI
U
J
a

f-




















09
0)
JJ -O
-H 0)
CO 4J
1.
M
iw 0
o a
D
6
z
c
0 *
•H «
Jj «
(0 0) 'O
U CP 0)
4J C +1
C fl Ui
01 OS 0
CJ (X
c o>
0 OS
u
C 1
« -H «
ff ^u A
6Mt f*\
UJ ^
(0 09 -H
4J IT3 4J
C »-* fl
QUO
U


C *
 CTi O
E E E in
«
flu ^J ON ^ (N
O ^) ^ ro
r* 04 *H i
• « • ^5
^( i-H f) »-<






^ ^* ^







e-


a.
*
=
c c c
« 0) 01
N N H
c c e
0> 01 0)
fi A £i
c e, f. £
0) 4J 4J -U 0)
N 01 0) 0) -O
C E E E -H
4) *^4 *^ *^ ^4
A U U U 0
> 1 1 1 £

4J
s * * "bL
•rt C
Wi « « - -H





O4 ^^ ^^




— 1 iH
CT< O1
0 E E
O PI
^* oo in o
m o ^* r**
i r» -H -i
CL • •
(^ CO















^ e- e &•


CO CO CO CO














0) 0) 0) '
c c c

C •-! ^ -H
^ X X X
>1 1 1 1
             0)

             0
(C
3
C
not quantified
validated by actual compound

"8
4J
CJ
0)
4J
01
•D

*»
0
C
1
a
z

4J
3
XI

4J
C
0)
09
Of
tl
a
i

a.
4J
0

V
u
3
4J
U
,3

4J
0)
1

O
lutant Groups
— i
0
a

0
M-l

0)
0)
•D
0
CJ
1

«
onal pollutants (per Clean Water Act and Treatabili
pollutants
•H
4J
C
01
c
0
CJ

1


CJ



>t
4J
^
-^ 0
M -H
M IH
M CU

1


a



t - Acute hazardous
t - Hazardous
(0 09
•H -H

< <
K OS
CJ CJ
as os

1 1


< E



t - Toxic
CO
2

2
o
OS

i


&-



311 compound
indicates that the compound does not fall into one

0
•H
4J
U
0)


1


CO



^
c
(0

XI
(0
^•^

1







CO
rtj
3
0

CT*








                                      3
                                      C
                                      C
                                      0
3-13

-------


























*~,
•0
4)
3
C
4J
C
0
u
«_»

r-l
1
p")

U
J
03
4j
f-i





































































C
0
•H
4J
fl
0

M-l
•^4
09
0)
(0
fl
CJ

4J
C
(0
c
•H
e
|Q
4J
C
0
CJ

kl
o
«*4

0
0)
T3
0
O
+
*











0]
TJ
C
3
a
E
0
U

u
•H
4->
5
0
^4
fl

•o
4)
4J
10
C
4)
en
0

(0
pC

•o
c
fl

*o
4)
4J
(0
C
4>
Pft
o
*H
(0
ff
c
o
c

1
u
•* o
H 4J -H

g g ai in tj
o a e g o
O -H -H O ,C
~ift e uS
< «: 5 < u

i i i i i

.— I {S <"1 *T U->
































09
•O
C
3
1

Q
O

U
•*4
4J
(0
,c
CU
•H
r-l
fl

•o
4)
4J
fl
C
4)
en
o

(0
^
1
C
0
,fl
u
(0
U -I
0 <0
^ ±J
(0 4)
S 2

1 1

\0 r+





C
o
u
u
o
p^

*
Q
O
CO

«
X
a

a
4J
C
10
4-1
3

!-4
a

>,
4J
.^
U
0

a

•o
4)
4J
U

I—I
4)
09

Cn
c
•H
•o
3
1-4
O
c
•H

1

09
3
0
4)
C
fl
iH
^4
4)
O
09
•H
r

i

CO










CO
u
4)
jj
4)
s
fl
14
fl
a
u
4)

jj
0

-o
c
fl
,
4)

fl

Q,
(0
0












•
09
(4
4)
4J
fl
3
4)
4J
a
fl
3

4)
N
•H
14
4)

O
fl
U
fl
































O..C

.
4)
4J
fl

i—4
3
09

.
4)
•O
•H
^.4
0

,g
u
























O

0


t)
4)
0)
3

>,
iH
l-H
fl
^4
4)
e
4)
en













CO
u
CU

1

g\































4)
•a
•H
O
•H
4J
n
4)
Cu

1

O
l-l




























n
^H
0
c
4)

Q,
1
0

4J
-H
C

•0
c
fl

1
0
W
o
l-l
C°-
o

en
c
•H
f0
3
,—1
O
C
•H

1

iH
0
C
4)


1

^
^^




















































CJ

4J
fl


14
i42

^4
fl
4) 4)
4J iH
fl U
^ 3
fl C

4} »™4
j: o
cu cu

» i

«N m
F-I ^


































T3
4)
0
C

4)
09
•H
3
u
4)

4J
O

0)
n
4)
,— i
c
3

i—i
^*s^
en
3.

c
•H

a
c
O
•H
4J
fl
4J
C
. 4)
U
C
O
CJ

*
41
3-14

-------
     To the extent possible, Table 3-1 identifies pollutant
types as defined by:  the Federal Water Pollution Control Act
Amendments of 1972 (FWPCA), the Clean Water Act of 1977(CWA),
the Resource Conservation and Recovery Act of 1976 (RCRA), and
the Treatability Manual (2).  Specifically, the pollutant groups
used are:

    • conventional pollutants*

    • priority pollutants

    • Section 311 compounds

    •RCRA list of acutely hazardous compounds [261.33  (e)]

    • RCRA list of hazardous compounds (Appendix VIII)

    •RCRA list of toxic compounds [261.33  (f)]

     In order to more easily identify RCRA compounds,  the manual
user is referred to Appendix B.  The appendix contains an alpha-'
betical listing of the three categories of RCRA pollutants con-
tained in Subpart D of the Hazardous Waste and Consolidated
Permit Regulations (3), i.e., acutely hazardous, hazardous,  and
toxic.

     Table 3-1 serves several useful purposes:

     •   It provides a quick reference of the various compounds
        identified at problem sites in alphabetical order.

     •   It defines the pollutant group into which the  compound
        falls.

     •   It classifies the compounds according to twelve  chemical
        classes similar to those used for  priority pollutants.

     •   It specifies the ranges of concentratons encountered at
        actual hazardous waste disposal sites.

     •   It indicates frequency of occurrence at actual waste
        sites previously investigated.

     •   It places the data in a framework  useful for development
*conventional.pollutants as used in the Treatability  Manual
include BOD5, COD, TOC, TSS, oil and grease,  total  phenol,  total
phosphorus, TKN, and   total organic chlorine.  This differs  from
the CWA (Section 301)  list of BOD 5, TSS,  fecal coliform,  oil and
grease, and pH.

                              3-15

-------
        of treatment alternatives.

     Conventional pollutant concentration data for six of the
sites (5, 6, 10, 11, 22, and 23) listed in Appendix A are given
in Table 3-2.  Data on most of the pollutants listed in Table
3-2 were available for only six sites.  Isolated conventional
pollutant values from other sites were not included.

     The conventional pollutant parameters listed in Table 3-2
are important because they usually have a significant influence
on the treatment process to be selected.  The range, median  and
arithmatic mean values contained in Table 3-2 provide insight
into the character of these wastes with respect to how they  may
be treated.  Although the data are limited, three to five values
can be useful to form at least a preliminary concept.
           TABLE 3-2.  LIST OP CONVENTIONAL POLLUTANT
                 CONCENTRATIONS REPORTED AT SIX SITES
Pollutant
BOD
COD
TOC
Alkalinity
pH
TDS
SS
NH3-N
TKN
N03-N
PO^-P
Range
42
24.6
10.9
20.6
6.3
320(3) -
<3
<0.01 -
0.65 -
<0.012 -
<0.01 -
10,900
18,600
4,300
5,400
7.9
15,700
1,000
1,000
984
<0.1
<0.1
Median Arithmetic Number of
Value Mean Values (1)
2,000
7,100
1,160
228<2>
6.9
1,830
163
130
5.5
0.025
0.04
4,380
7,794
1,350
1,950
6.9
6,460
342
377
248
<0.05
<0.05
3
5
4
3
4
5
4
3
4
3
3
  (l)Average values  from  specific  sites.
  (2)Estimated from  inorganic  carbon  and  pH.
  (3)Estimated from  conductivity  (640 mmhos  x 0.5).

                               3-16

-------
     A survey of ground and surface water quality in the
vicinity of 43 industrial waste disposal sites (landfills and
impoundments) is summarized in Table 3-3.  This summary is a
further indication of the type of pollutants found at hazardous
waste disposal sites.  Note that these data, although less de-
tailed than those shown in Appendix A, also have widely variable
concentration ranges.
                            TABLE 3-3
     CHARACTERIZATION OF HAZARDOUS LEACHATE AND GROUNDWATER
                   PROM 43 LANDFILL SITES (1)
                     Concentration Typical Cone. No. of Sites
          Pollutant  Range  (mg/1)    (rag/1)     Where Detected












Light
Halogenated
Heavy
As
Ba
Cr
Co
Cu
CN
Pb
Hg
Mo
Ni
Se
Zn
Organics
Organics
Organics
0.
0.
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
1,
0,
0,
,03
.01
.01
.01
.01
,005
.3
.0005
.15
.02
.01
.1
.0
.002
.01
- 5.8
- 3.8
- 4.20
- 0.22
- 2.8
- 14
- 19
- 0.0008
- 0.24
- 0.67
- 0.59
- 240
- 1000
- 15.9
- 0.59
0.
0.
0.
0.
0.
0.
—
0.
-
0.
0.
3.
80
0.
0.
2
25
02
03
04
008

0006

15
04
0

005
1
5
24
10
11
15
14
3
5
2
16
21
9
10
5
8
Original Source of Data:

      Geraghty and Miller, Inc.  The Prevalence of Subsurface
      Migration of Hazardous Chemical Substances at Selected
      Industrial Waste Land Disposal Sites.  EPA/530/SW-634,
      U.S. Environmental Protection Agency, 1977.
     Even though the data base presented above has deficiencies,
it does provide guidance in formulating treatment alternatives
provided that data are used with caution, recognizing that
leachate from secured landfills may have higher concentrations.

3.3   LEACHATE CATEGORIZATION

     In order to extend the usefulness of the existing data

                              3-17

-------
base, and to gain additional insight into the probable nature of
hazardous waste leachates, a categorization system was devised
to group site composition data contained in Appendix A according
to the concentration of inorganic and organic constituents. In
this way, treatment alternatives potentially could be visualized
better.  Hence, a matrix illustrated in Figure 3-1, was prepared
to show the concentrations of inorganic and organic constituents
in "high", "medium", and "low" ranges.  In general, the working
definitions of ihese terms are as follows:

           Hazardous                    Hazardous
           Inorganic                    Organic
           Constituent                  Constituent
High      greater than 5 times      greater than 400 yg/1
          water quality
          criteria*

Medium    from 2 to 5 times         from 5 to 400 ug/1
          water quality
          criteria*

Low       less than water           less than 5 yg/1
          quality criteria*

In addition to the hazardous constituents, if another parameter
such as BOD or TOC was reported in significant amounts  (BOD >20
mg/1 or TOC >10 mg/1), the waste stream was considered  to  fall
into the high organic category.  Although this system is not
rigorous, it does permit a useful grouping of the actual waste
streams.

     Inspection of the matrix reveals that most of the  actual
waste streams fall into one of two categories:  high organic-low
inorganic or low organic-high inorganic.  Fewer sites fell into
categories where both inorganic and organic components  were
significant.  Taking into account the fact that most of the data
used to construct this matrix were derived from situations where
migration and dilution had occurred, it is reasonable to assume
that actual hazardous waste leachates will fall into the higher
concentration categories.  Thus, this matrix suggests that most
leachat* treatment situations will involve aqueous streams con-
taining primarily either inorganic or organic contaminants at
relatively high concentrations.  Situations will arise, however,
where both organic and inorganic contaminants will be present  in
*Water quality criteria derived from Quality Criteria  for  Water,
U.S. E.P.A., Washington, D.C., July, 1976.


                              3-18

-------
             FIGURE 3-1




WASTE STREAM CATEGORIZATION MATRIX








0
R
G
A
N
I
C
S
C
0
N
C
E
N
T
R
A
T
I
0
N








H
I
G








M
E
D
I
U
M




L
0
W



INORGANICS CONCENTRATION
HIGH
Sices 006
Oil













Sice 002









Sices 004
012
014
015
016
018 .,
MEDIUM
Sice 010






























LOW
Sices 001
002
003
005
021
023
024
025
026
027
028
029
030


Sices 008
009
013













                 3-19

-------
leachates.  The exact nature of the leachate, of course, will be
dependent upon the materials disposed to any given site.

3.4  REFERENCES

     1.  Shuckrow, A. J.,  A. P. Pajak, and J. W. Osheka.
         Concentration Technologies for Hazardous Aqueous Waste
         Treatment.  EPA-600/2-81-019, U.S. Environmental
         Protection Agency, Cincinnati, Ohio, 1981.

     2. U.S. Environmental Protection Agency.  Treatability
        Manual, Volume I.   Treatability Data and Volume III
        Technologies for Control/Removal of Pollutants.  EPA-
        600/8-80-042a and EPA-600/8-80-042c, U.S. Environmental
        Protection Agency, Washington, D.C., July, 1980.

     3. U.S. Environmental Protection Agency.  Hazardous Waste
        and Consolidated Permits Regulations.  Federal Register.
        Vol. 45, No. 98, May 19, 1980.
                              3-20

-------
                            SECTION 4

           HAZARDOUS WASTE LEACHATE MANAGEMENT OPTIONS
4.1   GENERAL DISCUSSION

      In the broadest sense, leachate management options include
all of the decision factors throughout the entire hazardous
waste management process which have an impact on the nature or
generation potential of leachate.  Thus, consideration of
leachate management options could begin with the manufacturing
process and extend through the hazardous waste management  chain
to leachate treatment/disposal operations. This concept is
illustrated in Figure 4-1 which divides the hazardous waste
management process into four elements: (1) waste generation,  (2)
hazardous waste treatment, (3) disposal site management, and  (4)
leachate treatment/disposal.

      As indicated in Figure 4-1, hazardous waste generation  can
be minimized by:

      • substituting raw materials,

      • modifying manufacturing processes to reduce waste  gener-
        ation and/or to use recycled materials,

      • segregating hazardous and non-hazardous wastes,

      • reclaiming constituents in the hazardous waste for reuse
        or sale, and

      • exchanging wastes with entities capable of using them in
        their production process.

Detailed consideration of the above measures is beyond the scope
of this manual because source reduction is highly facility spe-
cific.  Moreover, leachate management is only one of a number of
complex considerations which enter into decisions about changes
in the manufacturing process...      ... ,...

      Therefore, this section deals with three  leachate manage-
ment options:
                               4-1

-------
                                            MANAGEMENT OPTIONS
                                       AFFECTING LEACHATE GENERATION
              WASTE
            GENERATION
         hazardous
           waste
        I non-hazardous
        tw*
                • raw material substftution
                • process modification
                • waste volume reduction
                • waste recovery/reuse
                • waste exchange
vaste
            HAZARDOUS
              WASTE
            TREATMENT
         hazardous
           waste
        I non-hazardous
        ywaste
                •  waste blending or segregation
                •  recovery
                *  treatment
                •  encapsulation
                •  stabilization
                •  residue/by-product destruction
             DISPOSAL
                SfTE
            MANAGEMENT
                          •  site design to control
                                leachate generation
                          •  segregation of wastes or leachates
                                that compHcate treatment
                          •  leachate collection
                  leachate
             LEACHATE
             TREATMENT/
              DISPOSAL
                          •  off-site treatment/disposal
                          •  on-sfte treatment
                               - effluent discharge
                               • residue disposal
Figure 4-1.
Waste management options
generation.
                    - effect on leachate
                                   4-2

-------
     (1)  Hazardous Waste Treatment - processing hazardous waste
          prior to disposal to reduce or eliminate the hazardous
          properties of the waste, or to reduce the potential
          leachability of the waste;

     (2)  Disposal Site Management - managing the disposal site
          to control the quantity of leachate generated, and/or
          to effect the nature and treatability of the leachate;

     (3)  Leachate Treatment/Disposal - processing the leachate
          to render it acceptable for discharge or ultimate dis-
          posal.

      Hence, leachate generation and its treatment/disposal is
influenced directly by precedent hazardous waste treatment and
disposal site options.  In order to deal effectively with
leachate,. it is important that the reader have a thorough under-
standing of all the various options available.  However, as a
practical matter, site operators may not have full control over
some of these options, and it is expected that leachate will be
generated at most sites.

      Thus, the central focus of this section is upon leachate
management subsequent to leachate generation.  Because companion
manuals in this series discuss facets of waste treatment and
disposal site management in detail, this manual provides only
brief descriptions of some options, referring the user to the
appropriate companion manuals for details.  On the other hand,
information on leachate treatment/disposal options from this
section forms the basis of the remainder of this report.

4.2   HAZARDOUS WASTE TREATMENT

      Treatment prior to disposal of hazardous waste can accom-
plish one or more of the following:

      (1)  detoxification of the entire waste stream;

      (2)  concentration of hazardous constituents in a reduced
           volume waste stream which can be further treated, de-
           toxified, destroyed, or reused;

      (3)  fixation of the waste in a matrix which will inhibit
           leaching; and

      (4)  encapsulation of the waste to prevent leaching.

The treatment approach chosen in any given instance depends upon
numerous factors including waste characteristics, degree of
treatment necessary, and availabililty and cost of materials.
In addition, treatment may be undertaken at the point of gener-
ation of the waste or at a central waste treatment facility.

                               4-3

-------
Whereas treatment at the point of generation would involve an
approach highly specific to wastes generated at a given site, a
central hazardous waste treatment facility generally will
include several treatment operations to permit processing a
variety of wastes.

      Decisions to treat or not to treat a hazardous waste prior
to disposal and how best to accomplish such treatment involve a
number of complex factors and are highly situation specific.
Moreover, the factors involved encompass broader concerns than
leachate management.

      Companion resource documents in this EPA series describe
various aspects of hazardous waste treatment in detail.  Perti-
nent documents include:

           Physical, Chemical, and Biological Treatment;

           Guidance Manual for Hazardous Waste Incineration;

           Engineering Handbook for Hazardous Waste
           Incineration/-

           Guide to the Disposal of Chemically Stabilized and
           Solidified Wastes, SW-872; and

           Hazardous Waste Land Treatment, SW-874.

The interested reader is referred to the above resource docu-
ments for in depth discussions of various hazardous waste
treatment technologies.  Briefly, the technologies which may be
employed to accomplish detoxification or concentration of a
hazardous constituent include:

        Air stripping              Ion exchange
        Biological treatment       Liquid ion exchange
        Carbon adsorption          Liquid-liquid
        Centrifugation              solvent extraction
        Dissolution                Oxidation/Reduction
        Distillation               Precipitation
        Bvaporaton                 Resin adsorption
        Filtration                 Reverse osmosis
        Plocculation               Sedimentation
        Flotation                  Steam stripping
        High gradient              Ultrafiltration
         magnetic separation       Wet oxidation
        Incineration

This list is not exhaustive.  It also should be noted  that  the
technologies listed are unit processes which often are used  as
components of a larger process train (treatment system).  More-
over, these treatment techniques produce secondary waste streams

                               4-4

-------
which themselves require further treatment or disposal.  Such
waste residues/ sludges, or brines may or may not be hazardous.
Of greatest concern to the user of this manual is the nature of
the secondary hazardous waste stream and its potential impact on
leachate generation.

      Another pre-disposal treatment procedure can be used to
minimize the leachability of a waste.  The goal of solidifica-
tion/fixation is to decrease the solubility and/or increase the
volume-to-surface area ratio of the hazardous waste, limiting
the mobility of a compound through the landfill or surface
impoundment.  This is normally accomplished by chemically or
physically binding the waste to a fixing agent or by encapsu-
lating the waste.  The technique does not actually detoxify the
waste; rather, it reduces the rate of release of toxic constit-
uents.

      Six types of chemical stabilization methods are listed
below:

      • silicate and cement based

      • lime based

      • self-cementing

      • thermoplastic based

      • organic polymer based

      • vitrification

The advantages, disadvantages, and the most applicable waste
type for each stabilization technique are shown in Table 4-1.
Most of the listed methods are applicable primarily to inorganic
wastes.

      Encapsulation involves combining the waste with a small
amount of a binder material, forming the mixture into a suitable
shape, and then coating it with a jacket of material such as
polyethylene.  The resulting product is very water resistant;  it
is also virtually leach-free as long as the jacket is intact.
Encapsulation has not been demonstrated on a large scale.

4.3   DISPOSAL SITE MANAGEMENT

      Several opportunities exist to control or limit leachate
formation at the hazardous waste landfall, or impoundment.  These
methods generally involve limiting water percolation into and
through the disposal site by means of liners, covers, and other
liquid diversion techniques.  The reader is referred to the  fol-
lowing technical resource documents for detailed discussions of

                               4-5

-------
  en
  a

  cx

/FIXAT:
ZAT
2
a
03
                                                                                                             •c
                                                                                                              •J
                                                                                                              3
                     -JCO-
                     "     •
                    -^ •» »   S     2S
                    ^ u -, „ Q.     S a
                    c M-O ^ ,     g •
                    "J » C « C     3 ».
                    -J U C J. «     K
                    M-JSI««   S
                    U»^   * b u
J

>fl
w
C
V
a
i*
w V
41 w
•O tl
U
(A U
= 3
*
M«*4
5 °
M
i5
X

a
u
v»
^
y
"MI
7;
I
u

^
a
0 .
u
C
^
c
n
c
o

tJ
fl
*«
ac
V
*3
O
w

w
 a
o
3 **
J 3
« 0
w
4
• V
3 >
h *4
• Ul
: c
i «
• &
» X
• 41
1 J
1 U 91
i c a
ao 1)
C (T
*« y
o

5s
•5

c
ll
s
i


V
>

Z U
*j 3
& ^3
X ^
«l —
M -n
V V

w ^
3 «4
o-^
£ "
J













1
a
1
t,
i


*rf 1*.
ij fl
x "
3

=*5
c
•3 «
** IW

«.! ^
^ *
- ^
T? U
3 M
•s 2
" -u
i >»
83-
; .,5
» J3 ^
i .


i 5
<3^









«•

W


o
4
u


M
«1
&
_


>•

V
>t
3
3
•t^
t
41
>
r>

V
A
M


41
•A
<1
y













u











"


u
51-
-. o
O
&

«
J=
M

s
a.
3




U

-3
3
-3
M
tl
k«
i

a
fl
w
41
•

0
Jt
fl
a
i

13
a.

41
a
a
«
IM
O
X



JS
f
^
«
w
u
41
3
a


^
^

^»
«4
IM
I
•M
tf
1^
"J
Itt
U
*s
q
s

ut
w
s














3
g

.a
9
U
O.
                                 "a   « 3
                                 2.2   3-g
                                 35   =1

                     1   1
                                                            » e   •
                                                            ss ss
                                                            - 3 • -3
                               '3 ••-
                                              0 V •-*
                                              0 • 3
                                              w u 9
                                              a, o
                                W V -

                                0 Si
                                                                         * — .
                                                                         U u
                                                                         V •«
                                                                         c e
                                        a

                                        X
                                        u
                                        a
                                                                                    M ^ w C M
                                                                                    3 a i «i

                                                                                    i - • ^ "
                                                                                    « ? > > *
                                                                                      3--  0 3
                                                                                    ~ CJ w *^ -U
                                                                                    — w V   tf •
                                                                                        Sp >. £ "
                                                                                      » !.—   •
                                                                                    J — — « w 0
                                                                                        3 > 
-------





















5
3
c
TJ
1
i-t
i
3
£9
tri
1 £
• -J MX
v 9 *• —» .C at
M w 3 - fl
u w -q -• <« 3
O at 4* ^J .0
o. & M e -9
n o — i c ft
> u *. a • -i
M •
X • • • •
<« w w w O
fl HI « M e w
f • V
• 9 X 0 g •
* v £ a. >
to • .C — **
u a «• ao«Bi
« £ ^ • n c a.
•4 M e o •* u

^4
•) W O W
• J
^ JB to •
« M >
-« « « M
^! J! * 3
• g$ §•
3 ** ^ ** S
^>» « « *«
*» • « ^ «•
-* W ** W O
»• ** > e 1-5
- M o o a.
7* V ta U •



^
u

* W
Jt (•
•• «
•^i a*
t*
«*• •


U
i S
1 -s
u u
2 2
^ j J*
* ** S
9* 3 2
«"
W • **
3- J?
MM «4 *M
•2 § 5- 1
• - S M J
• U • U
* • a & «
* ** f **
^ • «« •
• i« • 2
"15T3
f s s s ?
> » -1 U J3
• u • "
•J • g •
| 1"f«
1S55S
•. > j


A*
*
X
•
I
             4r7

-------
these various techniques:

        Evaluating Cover Systems for Solid tand Hazardous Waste,
        SW-867;

        Hydrologic Simulation on Solid Waste Disposal Sites,
        SW-968;

        Landfill and Surface Impoundment Performance Evaluation,
        SW-869;

        Lining of Waste Impoundment and Disposal Facilities/
        SW-870; and

        Closure of Hazardous Waste Surface Impoundments,  SW-
        873.

      Another disposal site management option, which may impact
leachate composition is waste segregation prior to disposal.
That is, it may be desirable to dispose of certain types of
wastes in separate cells at the site or exclude others alto-
gether.  Such an approach could be used to avoid combining
wastes which would ultimately complicate leachate treatment.
Decisions regarding waste segregation, however, include factors
in addition to leachate management considerations and are, to a
large degree, site specific.  Therefore, such evaluations must
be made on a case-by-case basis.

      Regardless of measures adopted to limit leachate gener-
ation, a leachate is likely to be formed, especially in areas
where precipitation exceeds evaporation and/or at sites used for
disposal of liquid-containing hazardous wastes.  Thus, leachate
collection and storage systems are an integral part of disposal
site management.

      The need for and methods of leachate collection depend on
local conditions at the site.  Leachate volume fluctuations make
collection and storage key factors in treating hazardous waste
leachate.  The volume of leacha-e can vary significantly with
time because of rainfall and snowmelt conditions that may affect
the landfilled area.  Effective collection allows for an equal-
izing and storage capability which will reduce overloading  and
avoid possible reduction in subsequent treatment process effi-
ciency.  Collection and storage may also allow for a reduction
in the necessary equipment cost by providing  for periodic or
batch treatment of the leachate.  This potentially could permit
a mobile unit to treat the leacha'te from several sites on a ro-
tating basis, increasing treatment unit utilization  and de-
creasing individual site cost.

      The remainder of this manual focuses on managing leachate
subsequent to generation and collection.

                               4-3

-------
4.4   LEACHATE MANAGEMENT

      Once leachate has been collected, numerous alternatives
exist for treatment and disposal.  Treatment can be accomplished
either off-site or on-site.  By using off-site treatment, dis-
posal from the landfill operator's perspective also is accom-
plished. In the case of on-site treatment, disposal options must
be examined in concert with treatment options because of the
different degrees of treatment which may be required.  Typi-
cally, disposal can be accomplished by:

      •  discharge to receiving surface waters,

      •  discharge to publicly owned treatment works,

      •  shipment to a hazardous waste treatment facility,

      •  deep well injection, or

      •  land treatment.

      In the remainder of this section, off-site treatment is
discussed briefly and important considerations are  identified.
Then, an overview of on-site treatment is presented  (available
treatment technologies are discussed in Section 5)  and disposal
considerations are discussed.

4.4.1   Off-Site Treatment/Disposal Options

      Off-site treatment/disposal of leachate for purposes of
this manual refers to treatment/disposal at a facility not asso-
ciated with the landfill or surface impoundment operation.  Pri-
mary off-site treatment/disposal alternatives include:

      •  publicly owned treatment works (POTW),

      •  hazardous waste treatment/disposal facilities, and

      •  industrial waste treatment facilities.

      Technologies used at an off-site facililty can be  any of
those listed in Section 5 of this manual.  Other possible tech-
nologies include land treatment and deep well injection.  The
former technology serves as both a treatment and disposal pro-
cess while the latter is a disposal mechanism.

      Primary concerns of the .owner o.f the leachate  generating
facility need not be with the technologies employed  at an ap-
proved off-site facility but rather with proper manifesting,
on-site storage, transportation, and pretreatment of the
leachate and the associated economics.  The reader  is reminded
that if the leachate is determined to be a hazardous waste, it

                               4-9

-------
must be managed the same as any other hazardous waste.  This
means that if it is transported to another site for any purpose
(treatment/disposal) the hazardous waste manifest requirements
(under RCRA) must be satisfied.

        Additionally, if the leachate generating facility col-
lects hazardous leachate in surface impoundments either for
storage prior to transport off the site or as part of the on-
site treatment process, the impoundment must comply with perti-
nent RCRA regulations.  Additional information on impoundment
design and performance can be found in the following technical
resource documents:

      •  Lining of Waste Impoundment and Disposal Facilities,
        SW-870,

      •  Landfill and Surface Impoundment Performance Evaluation,
        SW-869, and

      •  Closure of Hazardous Waste Surface Impoundment, SW-873.

      Numerous factors should be evaluated before selecting or
approving an off-site treatment/disposal option.  Costs and  .
guarantees provided by the off-site facility will be major con-
siderations.  However, other important factors (which may or may
not influence costs) also should be considered:

      •  availability and proximity of an approved off-site
        facility;

      •  technologies employed at the off-site facility;

      •  need for pretreatment prior to shipment off site;

      •  duration of the required service;

      •  projected operating life of the off-site facility;

      •  regulatory agency limitations on the off-site facility
        including air, water, and waste permits;

      •  capacities of the off-site facility;

      •  reliability of service which can be provided by the
        off-site facility;

      •  quantity of hazardous leachate.to be transported and
        methods of transport;

      •  public attitudes or other constraints to shipment of the
        hazardous leachate;
                               4-10

-------
      •  capability to establish on-site treatment including cap-
        ital, land, and qualified personnel;

      •  disposal options if on-site treatment is feasible;

      •  expected variations in leachate quality during the life
        of the disposal site including post-closure period; and

      •  ability of the off-site facility to accept varying qual-
        ity leachates or availability of another facility to ac-
        cept leachate should quality or quantity change due to
        changes in disposal site practices or aging of the dis-
        posal site.

For a number of reasons, it is expected that off-site treatment
will be feasible only in a limited number of cases.  In most
instances, neither POTWs nor industrial waste treatment facil-
ities will be available at reasonable distances or will be tech-
nically capable of accepting hazardous leachate while still sat-
isfying their permit requirements.  It also is unlikely that
such facilities will assume the potential liabilities associated
with accepting a hazardous leachate which is expected to vary in
composition and quantity.  Therefore, stringent pretreatment re-
quirements probably would be imposed making on-site treatment a
necessity.

      Leachate treatment at a central hazardous waste treatment
facility is likely to be technically feasible.  Transportation
costs are expected to be a key factor in determining the via-
bility of this option, at least until more approved hazardous
waste treatment facilities become available.

4.4.2   On-Site Treatment/Disposal

      On-site hazardous leachate treatment can be used to ac-
complish either pretreatment of the leachate with discharge to
another facility for additional treatment before disposal or
treatment complete enough to meet direct discharge limitations.
Pretreatment processes will be dictated by the capabilities of
the subsequent off-site facility.  Objectives of pretreatment
could be .to:

     •  equalize leachate quality and quantity fluctuations and
        provide short term storage;

     •  adjust pH to within acceptable limits for discharge
        to a POTW;

     •  reduce concentrations of toxic components to acceptable
        levels for discharge to a POTW;
                               4-11

-------
     •  remove hazardous constituents so that a portion of the
        leachate can be judged non-hazardous; the hazardous or
        non-hazardous fraction could be shipped to off-site
        treatment; or

     •  reduce the volume of leachate transported off-site.

      Complete treatment, on th-3 other hand, should produce an
effluent suitable for discharge to surface water or groundwater.
Thus, the major difference between complete on-site treatment
and pretreatment is likely to be the extent of the treatment.
That is, the treatment technologies are essentially the same,
but the extent of application will differ depending upon ef-
fluent objectives.

      Potential leachate treatment technologies are discussed in
Section 5.  Unfortunately, there has been very little actual
application of these technologies to hazardous waste leachate
treatment.  However, experience with other applications can be
used to guide selection of leachate treatment schemes.  Section
6 of this manual addresses the various decision factors involved
in selection of leachate treatment sequences.

      Most leachate treatment processes will result in the pro-
duction of by-products such as sludges, air pollution control
residues, spent adsorption or ion exchange materials, or fouled
membranes which also require disposal.  Because these materials
will contain hazardous constituents, they also must be dealt
with as hazardous wastes.  One apparent alternative is on-site
disposal.  Another is off-site disposal; however, manifest re-
quirements and transportation costs are disadvantages.  Treat-
ment of the residue by dewatering, fixation, or other methods
prior to disposal will be influenced by disposal site require-
ments and residue handling procedures.  Residue disposal con-
siderations may be the determining factor in selection of a
leachate management technique.

      In addition to treatment technology, other considerations
important to design of an effective on-site leachate management
program include:

     •  sampling and monitoring of raw leachate composition  and
        quality of effluent and by-product streams,

     •  manifesting of hazardous leachate and residues shipped
        off the site,

     •  personnel safety and training,

     •  routine maintenance,

     •  contingency plans and emergency provisions, and

     I                          4-12

-------
      •  equipment redundancies and back-up.

These items are discussed in further detail in Sections 7 and 8
of this manual.

        One possible approach to on-site leachate management
which is not discussed subsequently is leachate recycling.  This
approach involves the controlled collection and recirculation of
leachate through a landfill for the purpose of promoting rapid
landfill stabilization.  The precise mode of operation of
leachate recycling is poorly understood since it has only re-
cently been investigated in sanitary landfill simulations.
Therefore,  the state of development of this technique is judged
to be insufficient for it to merit further consideration as a
primary approach to hazardous waste leachate management at this
time.  However, leachate recycling may have some merit as an
interim measure under certain circumstances as discussed in
Section 6.

4.5   SUMMARY

      This section des :ribed various hazardous waste leachate
management options.  Methods to minimize waste generation were
judged to be beyond the scope of this manual.  Treatment of haz-
ardous wastes prior to emplacement influence leachate gener-
ation, but are dealt with in detail in other technical resource
documents.   Likewise, disposal site management options are des-
cribed in detail elsewhere.  Hence, the principal focus was upon
leachate management, i.e., treatment and disposal, which can be
performed either off-site or at the waste disposal site.  Based
upon the findings of this section, on-site treatment/disposal is
the most likely option.  Therefore, as indicated above, this
manual will emphasize the on-site treatment/disposal alterna-
tive.
                               4-13

-------

-------
                            SECTION 5

                 LEACHATE TREATMENT TECHNOLOGIES
5.1  GENERAL DISCUSSION

     The objective of this section is to provide  information on
technologies which have potential application  to  hazardous waste
leachate treatment.  The section is organized  to  first present
information on the treatability of specific compounds which may
be present in leachate.  This and other  information  then  is used
to judge the potential applicability of  the following twenty
unit treatment processes:

            Biological Treatment       Evaporation
            Carbon Adsorption          Filtration
            Catalysis                  Flocculation
            Chemical Oxidation         Ion Exchange
            Chemical Reduction         Resin Adsorption
            Chemical Precipitation     Reverse Osmosis
            Crystallization            Solvent Extraction
            Density Separation         Stripping
            Dialysis/Electrodialysis   Ultrafiltration
            Distillation               Wet Oxidation

These processes then are organized into  categories based  upon
application potential and operating experience.   A matrix  is
provided to aid identification of the most applicable processes
on the basis of leachate chemical composition.

     Subsequently, attention is directed to by-products which
may be formed during leachate treatment.  These  include resid-
uals and gaseous emissions.  Finally, capital  and operating cost
information is given for selected technologies.

     Because hazardous waste leachates vary widely in composi-
tion and often contain a diversity of constituents,  it is  likely
that process trains comprised of several unit  treatment tech-
nologies will be needed to achieve high  levels of treatment in
the most cost-effective manner... Thus,, ..the information contained
in this section can be used to formulate process  trains from
individual unit processes each intended,  to fulfill a given task.

     Section 6 of this manual addresses  selection of a treatment
process for a given situation and presents example process

                               5-1

-------
trains  for  selected  situations.

     Although research  (1/2)  currently  is  underway  to  better
define  performance and  design criteria  for hazardous waste
leachate  treatment technologies,  actual  full  scale  treatment
process applications are  few.  Activated carbon  adsorption  and
"chemical  coagulation/precipitation  are  the only  technologies
known  to  have been used in larger scale  applications.  •

     Experience with sanitary landfill  leachate  treatment  is
more extensive but is still  somewhat  limited.  On the  other
hand, many  technologies have  been used  to  treat  industrial  pro-
cess wastewaters containing  hazardous constituents.  This  indus-
trial experience has some applicability  to leachate  treatment
because of  similarities in chemical constituents and discharge
goals.  Thus, the-treatment  technologies considered  in this
manual  include those which have been  applied  to  wastes in  all
three of  the above categories - - hazardous waste leachate, san-
itary landfill leachate,  and  industrial  process  wastewaters.

     Information contained in this  manual  should enable the user
to identify treatment technologies  which may  be  applicable  in
given situations and to determine approximate levels of perfor-
mance.  Conceptual design may be  possible  in  some cases;  how-
ever, because leachate  composition  will  be variable  and process
performance will be  extremely wastewater specific,  actual  treat-
ability studies are  recommended to  screen  potential  processes
and develop design criteria  - - if  a  leachate is available.

5.2  THEATABILITY OF LEACHATE CONSTITUENTS

     A  recent Environmental  Protection  Agency report  (1)  summa-
rized data  on the treatability of over  500 compounds,  many of
which are listed in  Subtitle  C, Section  3001  of  RCRA.   Although
the focus of the report is on concentration technologies  and  it
thus does not fully  address  all potential  leachate  treatment
options, much useful information  is contained therein.  There-
fore the  summary treatability data  contained  in  this report is
reproduced  in Appendix  Table  E-l.   This  information can be used
to guide one in the  identification  of potential  hazardous  waste
leachate  treatment technologies.  However, because  this infor-
mation was  derived from numerous  studies,  ranging  from labora-
tory to full scale on wastewaters ranging  from pure compounds  to
industrial  wastes and leachates,  the  reader is cautioned not  to
directly  apply these published data to  a leachate  treatment
situation.

     Primary organization of  Appendix Table 'E-l  is  by  treatment
process.  For each process,  the treatability  of  individual chem-
ical compounds is given with  the  compounds arranged  in alphabet-
ical order  within chemical classifications.  The following
treatment processes  are included:

                               5-2

-------
          Process                   Process  Code  Mo.
                                    Used  in  Table E-l

     Biological                             I
     Coagulation/Precipitation             II
     Reverse Osmosis                      III
     Ultrafiltration                       IV
     Stripping                              V
     Solvent Extraction                   VII
     Carbon Adsorption                     IX
     Resin Adsorption                       X
     Miscellaneous Sorbents               XII

The chemical classification  system  used  is  as  follows:

     Chemical Classification        Classification Code  No.
                                       Used  in  Table  E-l
     Alcohols                                A
     Aliphatics                              B
     Amines                                  C
     Aromatics                               D
     Ethers                                  E
     Halocarbons                             F
     Metals                                  G
     PCBs                                    I
     Pesticides                              J
     Phenols                                 K
     Phthalates                              L
     Polynuclear Aromatics                   M

     In order to facilitate use of Appendix  Table  E-l,  an  index
has been prepared and  is presented immediately  before  Table  E-l.
This index lists compounds contained  in Table E-l  in alphabet-
ical order and indicates for each compound  its  pollutant group
(RCRA, Section 311, or Priority Pollutant),  chemical classifi-
cation (alcohol, aliphatic, etc.), and the  compound code number
used in Appendix Table E-l.  This latter number can be  used  to
locate the compound in the main table.

     In order to present the large quantity  of  information in  a
concise manner, it was necessary to code some of the  information
in Table E-l.  The coding system is explained in footnotes at
the end of the Appendix.

     Many chemical compounds are known by several  names.   At-
tempts were made to use preferred or  generic names according to
The Merck Index.  However, in some cases it  was necessary  to use
the names which were used in the reference  documents.   Users of
Appendix E are advised to check for compounds under several  po-
tential alphabetic listings.


                               5-3

-------
     Once  the compounds of concern  in a  leachate have  been  iden-
tified, the user can refer to Appendix E to  learn which  treat-
ment techniques have been applied to each  hazardous  constitutent
found  in the leachate.  These techniques then  can be evaluated
for treatment feasibility, and a  treatment scheme can  be  pro-
posed  based on a combination of the treatment  options  for the
various constituents.  For example, suppose  a  leachate sample  is
analyzed and found to contain significant  concentrations  of
acrylonitrile and 2-chlorophenol.   Table E-l shows that  acti-
vated  sludge is a common treatment  technique with removal effi-
ciencies of over 90% for both compounds.   Thus, activated sludge
is a potentially viable treatment option.  However,  the waste
type listed in the table also must  be considered because  direct
correlation to leachate may not be  possible.   In this  example,
the acrylonitrile treatability study was done  on an  industrial
wastewater and the 2-chlorophenol waste  type was not known.
Activated sludge should be considered an option for  leachate
control but not ins-tailed until additional testing has been com-
pleted.  The information in the table should be used as  a guide-
line and not as a rule.

     Additional information on the  treatability of 203 specific
compounds is contained in the Treatability Manual, Volume I,
Treatability Data (4).  As stated in that  manual, pollutants
addressed were taken from the list  of 297  compounds  considered
in Section 311 of the Water Pollution Control  Act.   Selection
was based on a consideration of pollutant  toxicity and stability
in an  aqueous environment.  For each pollutant three items  are
presented:

        • description of the pure species,

        • industrial occurrence, and

        • treatability/removability.

It should be noted that the Treatability Manual is oriented to-
ward treatment of industrial wastewater  rather than  hazardous
waste  leachate.

5.3  UNIT PROCESS APPLICATION POTENTIAL

     As indicated in Section 5.1, twenty unit  processes  were
identified as possibly applicable to hazardous waste leachate
treatment.  These unit processes were reviewed and assessed as
to their potential for the application of  interest.  Unit pro-
cess application potentials are .discussed'below.  No attempt  has
been made to provide information on the  theory, design,  or  oper-
ation  of the technologies.  Descriptions of  the technologies  may
be found in standard texts and design manuals. References  (1)
and (3) may be especially useful supplemental  information
sources.  Application data for several technologies  to sanitary

                               5-4

-------
landfill leachate and industrial wastewater  treatment are sum-
marized in Appendices C and D, respectively.


5.3.1  Biological Treatment


     Biological processes are, in general, the most cost-effec-
tive techniques for treating aqueous waste streams containing
organic constituents.  They have been applied successfully at
full scale to a wide variety of industrial wastes and sanitary
.andfill, although there are no known full scale hazardous waste
treatment facilities.  Environmental impacts associated with
biological processes are limited.  Probably of greatest concern
in this.regard is the potential release of volatile organic com-
pounds to the atmosphere as a result of aeration.

     Hazardous waste leachates may contain organic compounds
which are not readily biodegradable.  Therefore, it may be nec-
essary to acclimate a biological system to the waste to be
treated prior to routine operation of the process.  Moreover,
leachates may contain compounds which are refractory and/or
toxic to biological systems.  The presence of such compounds at
high concentrations may preclude use of biological treatment or
may necessitate use of another treatment process in conjunction
with biological treatment.

     For biological processes to function, several operational
requirements must be satisfied.  Most notable, near neutral pH
must be maintained and nutrient requirements (carbon, nitrogen,
and phosphorus as well as trace elements) must be satisfied.
Moreover, sudden changes in loading  (both concentration and
flow) must be avoided.

     Of the biological treatment options, the activated sludge
process, in one of its modifications, appears to have the great-
est potential for leachate treatment because it can be con-
trolled to the greatest extent and best lends itself to the de-
velopment of an acclimated culture.  However, anaerobic filtra-
tion or anaerobic lagoons because of ease of operation, minimal
sludge production, and energy efficiencies merit consideration
in some situations. Thus, biological treatment is judged  to be a
viable technolcjy which should be considered for treatment of
hazardous wast*, leachates containing organic constituents.
                                5-5

-------
5.3.2  Carbon Adsorption

     Activated carbon adsorption is a well developed technology
which has a wide range of potential waste treatment applica-
tions.  It is especially well suited for the? removal of mixed
organic contaminants from aqueous wastes.  Numerous examples of
full scale waste treatment applications exist.  These include
treatment of a variety of industrial wastewaters, cleanup of
spilled hazardous materials, and treatment of leachates and
ground and surface waters contaminated by hazardous wastes.

     No serious environmental impacts are associated with carbon
systems employing regeneration.  If regeneration is not carried
out/ impacts could result from the disposal of carbon contami-
nated with hazardous materials.

     Energy requirements for systems employing thermal reacti-
vation are significant - approximately 14,000-18/600 kJ/kg of
carbon (6,000-8,000 Btu per pound).

     Unit costs for carbon adsorption can vary widely depending
upon the waste to be treated, the adsorption system/ and the
regeneration technique.  However, it has been shown to be an
economical approach in numerous instances.

     Carbon adsorption must be considered a viable candidate for
treatment of hazardous leachates containing organic contam-
inants.  Granular activated carbon is the most well developed
approach and may be used to provide complete treatment, pre-
treatment, or effluent polishing.  Combined biological-carbon
systems also appear promising for leachate treatment.

5.3.3  Catalysis

     Several potential applications of catalysis to waste treat-
ment have been identified but commercial practicality has not
been demonstrated.

     Catalysts generally are very selective and, while poten-
tially applicable to destruction or detoxification of a given
component of a complex waste stream, do not have broad spectrum
applicability.

5.3.4  Chemical Oxidation

     Relatively poor removals of most prganics are effected  by
chemical oxidation; although, chemical transformations may occur
which could facilitate treatment by other processes.  Inorganics
often can be transferred to a valence state which is less  toxic
                               5-6

-------
or which  facilitates precipitation.  Most chemical oxidation
technologies  (including ozone) are  fairly well developed and
have been demonstrated successfully at full scale on several
industrial wastewaters and at  laboratory scale on numerous
organic compounds representing several chemical classifications.
Applications, however/ have been generally on dilute waste
streams.

     Ozonation, especially, is judged to have potential for
aqueous hazardous waste treatment.  It can serve as a pretreat-
ment process prior to biological treatment; it also can be used
alone or  in concert with UV irradiation as the primary treat-
ment process.  Combination of  ozonation and granular activated
carbon has yielded mixed results; it appears that wastewater
composition greatly influences the performance of this process
train.


     Oxidation using ozone or  hydrogen peroxide does not
result in the formation of chlorinated organics which may be
a problem when using alkaline  chlorination.  Residual ozone
in the effluent decomposes but off-gases containing residual
ozone should be passed through activated carbon to decompose
the ozone.


5.3.5  Chemical Reduction


     As with chemical oxidation, reduction is an effective
means of  removing inorganic compounds or reducing their toxic-
ity.  However, because compounds are concentrated in a pre-
cipitated sludge, this residue may require careful management.
Introduction of foreign ions into the waste is a real or
potential disadvantage with many of the reducing agents.  A
major application for chemical reduction would be reduction
of hexavalent chromium to trivalent chromium using sulfur
dioxide, sulfite salts, or ferrous sulfate.  Precipitation of
trivalent chromium as Cr(OH)3  with  lime or sodium carbonate
usually follows reduction.

     The process has little potential for organic waste streams.

5.3.6  Chemical Precipitation

     Precipitation processes have been in full scale operation
for many years.   The technique can be applied to almost any
liquid waste stream containing a precipitable hazardous constit-
uent.   Required equipment is commercially available.  Associated
costs are relatively low and thus,  precipitation can be applied
to relatively large volumes of liquid wastes.   Energy consump-
tion also is relatively low.

                  1
                              5-7

-------
     Precipitation processes result in the production of a wet
sludge which may be considered hazardous and must be further
processed prior to ultimate disposal.  In some instances, the
potential for material recovery from this sludge exists.  How-
ever/ very often, non-target materials are precipitated together
with the material of interest thus complicating or eliminating
the feasibility of material recovery.

     Usually/ simple treatability studies must be carried out
prior to applying the process to a waste stream to determine the
chemical of choice, the degree of removal/ and the required
chemical dose.

     In most instances, precipitation is considered to be the
technique of choice for removal of metals (arsenic/ cadmium/
chromium/ copper/ fluoride, lead/ manganese/ mercury, nickel)
and certain anionic species (phosphates/ sulfates/ fluorides)
from aqueous hazardous wastes.

5.3.7  Crystallization

     The inability of the crystallization process to respond to
changing wastewater characteristics and its operational complex-
ity are primary reasons why this process has not been reduced"  to
practice.  There is no ongoing research and past efforts to
treat a variety of industrial wastewaters and sludges have had
limited success.  This process is judged to have little poten-
tial for the application of interest.

5.3.8  Density Separation

     Density separation/ as discussed herein, includes sedimen-
tation and flotation because they are the most commonly used
techniques for solids/liquids separation in wastewater treat-
ment.

     Sedimentation processes have been in use for many years,
are easy to operate/ are low-cost, and consume little energy.
Required equipment is relatively simple and commercially avail-
able. The process can be applied to almost any liquid waste
stream containing settleable material.  It is considered to have
high potential for leachate treatment.  However, it is an ancil-
lary process which will be utilized primarily in conjunction
with some other technique such as chemical precipitation.  Al-
ternatively, it may be used as a pretreatment technique prior  to
another process such as carbon or resin adsorption.

     Flotation is a proven solids/liquids separation  technique
for certain industrial applications.  It is characterized by
higher operating costs and more skilled maintenance requirements
than gravity sedimentation.  Power requirements also  are higher.


                               5-8

-------
This technique is judged to be potentially applicable but prob-
ably only in situations where the leachate contains high concen-
trations of oil and grease.

5.3.9  Dialysis/Electrodialysis

     Neither dialysis nor electrodialysis have been judged to
have much applicability to hazardous waste leachate treatment.
Being most applicable for the removal of inorganic salts, they
are not well suited to mixed constituent waste streams.  Both
rely heavily on recovery and reuse of at least one product
stream to offset costs.  Other problems include membrane plug-
ging and deterioration and production of two output streams
neither of which can be discharged directly.

5.3.10  Distillation

     Distillation is judged 'to have limited applicability to
treatment of complex hazardous waste leachate because of its
high cost and energy requirements.  Should the leachate consist
primarily of organic solvents and halogenated organics distilla-
tion may be technically feasible although costly unless recovery
is practiced.

5.3.11  Evaporation

Evaporation is not expected to have broad application to the
treatment of hazardous waste leachate^containing moderately
volatile organic constituents (BP 100*C-300'C).  These organics
cannot be easily separated in a pretreatment stripper and will
appear in the condensate from the evaporator to some extent
depending on their volatility.  Therefore, good clean separation
of these organics is not possible without post-treatment of the
condensate.

     Other major disadvantages of evaporation are high capital
and operating costs, and high energy requirements.  This process
is more adaptable to wastewaters with high concentrations of
organic pollutants than to dilute wastewaters.

5.3.12  Filtration

     Both granular and flexible media filtration are well de-
veloped processes currently being used in a wide variety of
applications.  A wide spectrum of filtration systems are commer-
cially available.  The economics of filtration are reasonable
for many applications.  Energy requirements are relatively low
and operational parameters are "well defined.  Therefore, filtra-
tion is judged to be a good candidate for leachate treatment.
However, it is not a primary treatment process but rather will
be used to support other processes either as a polishing step


                              5-9

-------
(granular media) subsequent to precipitation and sedimentation
or as a dewatering process (flexible media) for sludges gener-
ated in other processes.

5.3.13  Flocculation

     Flocculation must be carried out in conjunction with a
solid/liquid separation process, usually sedimentation.  Often,
flocculation is preceded by precipitation.

     It is a relatively simple process to operate and has been
used for many years to improve particle sedimentation.  Neces-
sary equipment is commercially available.  Both costs and energy
consumption are relatively low.  The process can be applied to
almost any aqueous waste stream containing precipitable and/or
suspended material.

     Flocculation followed by sedimentation is judged to be a
viable candidate process for hazardous waste leachate treatment,
particularly where suspended solids and/or heavy metal removal
is an objective.  It may be used in conjunction with sedimenta-
tion as a pretreatment step prior to a subsequent process such
as activated carbon adsorption.

     In most instances, the applicability of the technique, the
flocculating chemicals to be used, and the chemical dose can be
determined based upon experience and simple laboratory treat-
abililty tests.

5.3.14  Ion Exchange

     Ion exchange is a proven process with a long history of
use.  It will remove dissolved salts, primarily inorganics, from
aqueous solutions.  For many applications, particularly where
product recovery is possible, ion exchange is a relatively eco-
nomical process.  Also, it is characterized by low energy re-
quirements.

     Ion exchange is judged to have some potential for leachate
treatment in situations where it is necessary to remove dis-
solved inorganic species.  However, other competing processes  -
precipitation, flocculation, and sedimentation - are more
broadly applicable to mixed waste streams containing suspended
solids, and a spectrum of organic and inorganic species.  These
competing processes also usually are more economical.  Moreover,
the upper concentration limit for the,exchangeable ions for ef-
ficient operation is generally 2,500 mg/1, expressed as calcium
carbonate (or 0.05 equivalents/1).  This upper limit is due pri-
marily to the time requirements of the operation cycle.  A high
concentration of exchangeable ion results in rapid exhaustion
during the service cycle, with the result that regeneration re-
quirements, both for equipment and of the percentage of resin

                              5-10

-------
inventory undergoing regeneration at any time, become  inordin-
ately high.  There also is an upper concentration limit  (around
10,000-20,000 mg/1), which is governed by the properties of  the
ion exchangers themselves, in that the selectivity  (preference
for one ion over another) begins to decrease as the  total con-
centration of dissolved salts (ionic strength) increases.

     Synthetic resins can be damaged by oxidizing agents and
heat.  In addition, the stream to be treated should  contain  no
suspended matter or other materials that will foul  the resin or
that cannot be removed by the backwash operation.   Some organic
compounds, particularly aromatics, will be irreversibly adsorbed
by the resins, and this will result in a decreased  capacity, as
for example in the case of electroplating bath additives.

     Thus, the use of ion exchange probably would be limited to
situations where a polishing step was required to remove an  in-
organic constituent which could not be reduced to satisfactory
levels by preceding treatment processes or in specialized situ-
ations for removal of an inorganic constituent.  Therefore,
while ion exchange is believed to have some potential  it is  not
a process which should normally receive primary consideration.

5.3.15  Resin Adsorption

     Laboratory studies of resin adsorption have shown that
phthalate esters, aldehydes and ketones, alcohols,  chlorinated
aromatics, aromatics, esters, amines, chlorinated alkanes and
alkenes, and pesticides are adsorbable.  Resins adsorbed certain
amines and aromatics better than activated carbon did.

     Resin adsorption has greatest applicability:

     •  when color due to organic molecules must be  removed;

     •  when solute recovery is practical or thermal regenera-
        tion is not practical;

     •  where selective adsorption is desired;

     •  where low leakages are required; or

     •  where wastewaters contain high levels of dissolved  in-
        organics .

Polymeric adsorbents are nonpolar with an affinity  for nonpolar
solutes in polar solvents or of intermediate polarity  capable of
sorbing nonpolar solutes from polar solvents and polar solutes
from nonpolar solvents.  Carbonaceous resins have a chemical
composition which is intermediate between polymeric  adsorbents
and activated carbon and are available in a range of surface
polarities.

                              5-11

-------
     Because of selectivity, rapid adsorption kinetics, and
chemical regenerability, resin adsorption has a wide range of
potential applications for organic waste streams.  The primary
disadvantage is high initial cost; although, this may be offset
if recovery of the solute is practical.  Costs for resins re-
cently have been quoted to be $11-33 per kg ($5-15 per pound,
1980 dollars).  While not economically competitive with carbon
for high volume, high concentration, mixed constituent wastes,
benefits may be gained by sequential resin and carbon adsorp-
tion.

     Energy requirements are heavily dependent upon whether
solute recovery from the solvent wash is practiced.  Without
solute recovery/ energy costs account for 5% of operating costs?
however, with solute recovery using distillation, energy costs
could account for 50% of operating costs but solvent costs are
markedly reduced.

     As with activated carbon, the only major environmental im-
pacts relate to the regeneration process.  If not reused, spent  •
regenerant requires disposal, frequently by incineration or land
disposal.

     Resin sorption is judged to be a potentially viable candi-
date for treatment of hazardous waste leachates.  The technol-
ogy, however, has not been as well defined as carbon adsorption.

5.3.16  Reverse Osmosis

     Reverse osmosis is a relatively new process which has been
reduced to practice for some industrial wastewater treatment
applications such as inorganic salt removal from rinse waters.
Energy requirements for commercially available systems are ap-
proximately 7.6 x 10  - 9.5 x 10  J/m  of product water  (8-10
kwh/1000 gal).  Reverse osmosis is a relatively costly process
but it is capable of producing high purity water.  The principal
application is to concentration of dilute solutions of inorganic
and some organic solutes.  Problems associated with RO include
concentration polarization (decreased water production with time
per unit area of membrane), the need for pretreatment to remove
solids (colloidal and suspended), the need for dechlorination
when using polyamide membranes, and membrane fouling due to
precipitation of insoluble salts.  pH control is important.

     The state of development is such that it necessitates ex-
tensive bench and pilot scale testing prior to almost any po-
tential application to ascertain feasibility.  Thus, reverse
osmosis is judged to have limited potential for leachate treat-
ment.  Its use probably would be limited to polishing operations
subsequent to other more conventional processes or to concentra-
                               5-12

-------
ting pollutants (multicharged cations and anions and moderate
and high molecular weight organics) into a stream which would be
processed further.

5.3.17  Solvent Extraction

     Solvent extraction is judged to have minimal potential for
leachate treatment.  Broad spectrum sorbents such as activated
carbon are expected to be more effective in treating waste
streams containing a diversity of organic compounds.  Carbon
adsorption also will be more economical unless a valuable prod-
uct can be recovered which is unlikely in most leachate treat-
ment situations.

5.3.18  Stripping

     Air stripping is judged to have potential for leachate
treatment primarily when ammonia removal is desired and then
only when the concentrations of other volatile compounds are low
enough to avoid unacceptable environmental impacts by the air
emissions.  The process would be difficult to optimize  for
leachate containing a spectrum of volatile and non-volatile com-
pounds.  Air stripping does have appeal as a pretreatment prior
to another process such as adsorption to extend the life of the
sorbent by removing sorbable organic constituents.  However, air
pollution control requirements are likely to be severe  thus
making the economics less attractive.  Some air stripping of
volatile components will occur during the course of any treat-
ment process and may result in safety hazards or air quality
problems.  These problems are expected to be most severe from
biological treatment processes using aeration devices.

    Steam stripping has merit for wastes containing high concen-
trations of highly volatile compounds.  It is a proven  process
for some applications but will require laboratory and bench
scale investigations prior to application to leachates  contain-
ing multiple organic compounds.  Both energy requirements and
costs are relatively high.  By-product recovery to offset costs
is unlikely.  Steam stripping is judged to have greatest poten-
tial as a pretreatment step to reduce the load of volatile com-
pounds to a subsequent treatment process.  Organics concentrated
in the overhead condensate stream also would require  further
treatment, possibly by wet oxidation.

5.3.19  Ultrafiltration

    Ultrafiltration is a commercially'used process with several
industrial applications generally involving product recovery or
production of highly purified solvent.  It is characterized by
high capital and operating costs with membrane replacement being
a major factor.  Energy costs could run as high as  30%  of direct
operating costs.

                              5-13

-------
    Ultrafiltration  is judged  to have  limited potential  for
treating a complex leachate.    Its use probably would be  limited
to relatively low volume leachate streams containing  substantial
quantities of high molecular weight  (7,500  to 500,000) solutes
such as oils.  Concentrated organics would  require  further
treatment possibly by wet oxidation or off-site incineration.
Pilot testing is a prerequisite to use.

5.3.20  Wet Oxidation

    Laboratory studies indicate that the process may  have poten-
tial for treatment of high strength leachates or those contain-
ing toxic organics,  especially  those waste  streams  too dilute
for incineration but too refractory for chemical or biological
oxidation.  The process has been applied at pilot and full scale
on numerous sludges  and non-hazardous wastes.  In laboratory
studies substantial,  destruction of several  organic  priority
pollutants was achieved.

    Claimed advantages of the process  are that the  degree of
oxidation can sometimes be controlled by varying operating con-
ditions and that supplemental energy requirements can be  mini-
mized in some situations.  However, the process involves  rela-
tively high capital  and operating costs and requires  skilled
operating labor.

    At this time/ the process should be considered  as poten-
tially suitable for  hazardous waste leachate treatment.   The
area of greatest potential applicability appears to be treating
concentrated organic streams generated by processes such  as
steam stripping, ultrafiltration, or reverse osmosis; still bot-
toms; biological treatment process waste sludges; and regenera-
tion of powdered activated carbon used in bio-physical proc-
esses.  Extensive site-specific treatability studies would be
required to determine efficiencies, to develop design criteria,
and to provide cost  data to enable comparison with  alternative
technologies.

5.4  EVALUATION OF UNIT PROCESSES

     In Section 5.3  of this manual candidate hazardous waste
leachate treatment technologies were discussed and  an assessment
was presented of the potential  applicability to leachate  treat-
ment.  For the reasons discussed in Section 5.3, certain  unit
processes are judged to have minimal applicability  to hazardous
waste leachate treatment and thus, are not  given further  consid-
eration herein. . The remaining  unit processes generally  fall
into one of two categories.

     Processes placed in Category 1 are those judged  to  have  the
broadest potential range of leachate treatment applications.
Moreover, processes  in this category are those for  which  exten-

                               5-14

-------
sive full scale operating experience exists, albeit for other
applications.

     Although Category 2 processes are judged to be potentially
viable hazardous waste leachate technologies, either the poten-
tial applications are limited to more specialized treatment
problems or less full scale experience exists.  Category 1 and 2
processes are listed below together with the major area of ap-
plication for the process.

     Category 1.  More experience, broad application range

        biological treatment - soluble biodegradable organics
        and nutrients

        chemical precipitation - soluble metals

        carbon adsorption - soluble organics, especially toxics
        and refractories

        density separation - wastewater suspended solids, chem-
        ical precipitates, oily materials

        filtration - suspended solids and precipitates

     Category 2.  Less full scale experience, limited
     application

        chemical oxidation - cyanide and organics

        chemical reduction - hexavalent chromium

        ion exchange - inorganics, especially fluoride and total
        dissolved solids

        membranes (RO) - total dissolved solids

        stripping (air) - ammonia nitrogen

        wet oxidation - high strength or toxic organic aqueous
        streams

     The approximate ability of Category 1 and 2 processes to
treat compounds in the chemical classifications  identified in
Section 5.2 is summarized in Table 5-1.  This table presents a
brief overview which can be used to assist in the formulation of
alternative process trains for leacha'tes containing compounds
from these chemical classifications.

     Appendix E, which contains more detailed information on the
treatability of specific compounds by many of these unit proc-
esses, also should be consulted during formulation of  the proc-

                              5-15

-------
TABLE 5-1.  TREATMENT PROCESS APPLICABILITY  MATRIX







Chemical
Classification


1. Alcohols
2. Aliphatics
3 . Amines
4. Aromatics
5. Ethers
6 . Halocarbons
7. Metals
3. Miscellaneous:
Ammonia
Cyanide
TDS
9. PCS
10. Pesticides
11. Phenols
12. Phthalates
13. Polynuclear
Aromatics





_,
(Q ^J
o a
•H D
C^ €
0 JJ
r- 1 HJ
o o>
•H W
03 fr.


E
V
V
V
G
P
P,F

G,E
F,G
N
N
N,P
G
G

N,P





c
0
•H
4J
c a
5 0
w o>
(Tj t3
o <


V
V
V
G,E
V
G,E
N,P

N
N
N
E
E
E
E

G,E



,
c
0
4J
Ifl
•-4 -U
(T3 -H
u a,
e o
0) 0)
o a,





F


E

N
N
N



G

R




Chemical
Oxidation.



i
 e
1> 05
06 O


V
V

V


E



E

E
V








cr>
c
•H
0.
a.
^
w








N

G
N
N









j


*•
0

±j
•a
-3
iJ •-<
3 O


'••,


1
f





N










                                                (continued)
                        5-16

-------
                         Table 5-1 (continued)
      Key for Symbols:

          E - Excellent performance likely
          G - Good performance likely
          F - Fair performance likely
          P - Poor performance likely
          R - Reported to be removed
          N - Not Applicable
          V - Variable performance reported for different com-
              pounds in the class

          A blank indicates that no data are available to judge
          performance; it does not necessarily indicate that the
          process is not applicable


Note:   Use of two symbols indicates differing reports of per-
       formance for different compounds in the class.

Source:   Shuckrow, A. J., A. P. Pajak, and J. W. Osheka.
         Concentration Technologies For Hazardous Aqueous Waste
         Treatment.  EPA-600/2-81-019.  U.S. Environmental
         Protection Agency, Cincinnati, Ohio, February, 1981.
                              5-17

-------
ess train.  Because much of the data used to prepare Table 5-1
and Appendix E are from laboratory scale studies using various
wastewaters ranging from solutions of pure compounds to indus-
trial wastewaters, extrapolation from these studies to full
scale leachate treatment operations is risky.  Preferably the
basis for process design, at a minimum, should rely on labora-
tory scale treatability studies using the actual leachate or a
closely similar wastewater.  Although all compounds in these
chemical classes are not labeled as toxic or hazardous; it is
expected that many of them will be present in hazardous waste
leachates.  Thus, treatment processes must be designed to accom-
modate those compounds as well because they will impact overall
treatment process performance and often will be limited in per-
missible discharge amount by NPDES permits..'

     As a prelude to formulating treatment trains capable of
addressing the complex chemical matrix of hazardous waste leach-
ate, details relating to process configurations/ applications,
design concerns, and pre- and post-treatment requirements of
Category 1 and 2 unit processes are discussed in Section 6.5.
In Section 6.6, unit processes are arranged into example process
trains for several selected leachate situations.

5.5  BY-PRODUCT CONSIDERATIONS

    In addition to a treated effluent, most leachate treatment
processes will generate sludges, brines, gaseous emissions, or
other by-product streams which often will contain hazardous con-
stituents and thus, must be managed as hazardous waste.  Methods
for treatment and ultimate disposal are the same as those for
hazardous wastes except that options probably will be more lim-
ited because of the expected mixed composition of hazardous
waste leachate treatment by-product streams.

    The objectives of this subsection are to identify by-prod-
ucts generated by the treatment processes described in Section
5.3, to identify alternative management methods, and to list
factors affecting selection of a management method.

    Table 5-2 lists by-products expected from the treatment
processes described in Section 5.3.  For purposes of this man-
ual, the by-product streams have been divided into two cate-
gories: residuals (e.g., brines, concentrates, sludges, and dis-
carded materials) and gaseous emissions.

    Methods for .dealing with these two classifications are sub-
stantially different.  Residues may be managed using most of  the
techniques available for hazardous wastes; thus, on or off-site
measures may be employed.  For gaseous emissions there are three
basic control measures.  One is to attempt to control or treat
the emission using air pollution control technologies, e.g.,
scrubbers, precipitatc-s, chemical or thermal oxidation, or gas

                              5-18

-------

1








I





CO
CO Z
3 O
fl O M
1 W CO
I CO CO
CO < H
JE
,•!-(
1 X fl
e o
0 C CU
.. 0 cu cj
•H W 3
D 4J 3 TJ
M (C a cu
•H SH M
JJ 0) 14^
i
<-4 (TJ
O en cu E
> C CO
•H 3 CO
u-i s-i co •
0 3 1 CU CO
TJ o c
en woo
C CO CO M -H
•H TJ CU fl- CO
a c o co
a 3 o c -H
•H g 1-1 cu g
14 a, a en cu
4J
CO




•U 1
CO O
3 M
E a

CU <44 V
en o .c
TJ 4J
3 4J •
-H C £ C
CO 3 4J 0
§•>-( -H
f ^
(Tj ITJ nj
U CO W
•H I CU 3
0 T3 M -H
-H CU (0 <*-(
0 > > C
•HO O
J3 E cu O
cu en
CO V4 TJ CO
CQ 3 W
cu cu ^ cu
O J3 CO O
X
ca


TJ
cu
4J
r-t (IJ CU
(TJ 4J > CT>
OS -H TJ
•H CU CJ 4J 3
Cn S -H O rH
O •*•> XI nj co
^ (TJ O
0 CU M
•H hi CU
CO 4J < <-i
M <

*
T3
1 OJ
e u co
003
CJ
-H CO
0) (TJ -H
-1 CJ
•H •-» c:
•u C O
(TJ (TJ -H
rH UM ^
0 O (TJ
> 0) Ui
e J
CO



cu c
-u i o
(TJ 4J U O
»H 3 O Cn
3 0 w-i tJ
S 1 M ^t
3 C CU

u cu c
fO *H C *0
O 0
•H CO
^ «• CO 4J
•H g T3 C
3 O C CU
-U cu E
co -u a cu
^3 O ^ ^
•H jQ T3 -H
rt 3
o c >i cr •
W 0 O CU >i
O C ^ -U
'O cy^ d) "*^
CU TJ 3 CU CJ
'-i *-> O1 O (TJ
•p cu c a
4J C iH TJ (TJ
cu o «*-« s o
CO




ca
c
o
0

(TJ
1— 1 .. . . • • -

ff
(N

iJ
c
•H
en o ^
T3 iX^ O
C -H T3
3 CU O
9 -f "

g" 0 T3 •
0 -P -H OJ U
CJ (TJ 4J 4J 3
TJ ITJ O
CU T3 O !-i O
rH CU *H CU O
•H O.r- 1 Q.
•u a a o >,
(TJ -H £1, ITJ
f-1 M TJ >i S
0 4J -H
> CQ CU iH CO
4-1 CU £
4J CU CO O. CU
CO XI ITJ 0 "H
O S >-i U
E > a o
TJ **J g M
cu E o "H a
J=




jC *
•u en co
CQ -H V-(
3 £ CU CU
E >H JJ
TJ 0 rH
CU C g -H
(^ (fl ^^
T3 ^
3 O -U CU
iH -H (TJ 4J
CQ JJ M fl
« cy i-i
»-* T3 C
(TJ ^- CU 3
U C. en O
•H r-t
en i yj
o we
rH T: CU (TJ
0 cu -u £
•H > r-t 4J
J3 O -H
E *w CU
CQ cu en
CO ^ CU TJ
CU -ui 3
O CU "3 *-«
X U3 K «



en
c
•r-l
rH ^|
^ CU

•H r-t
U -H
JJ-U-*

.
en

                                    (U
                                    3
                                    C
                                    0
                                    o
5-19

-------



















TABLE 5-2 (continued)



























CO
CO 2
D O
O H
U CO
CO CO
o £
a








RESIDUALS
GENERATED










£4
§co
CO
ss a
& CJ
,
•H C fl
s fl e
W-J
e o  o
CU TJ CO
•P fQ -H .H
CO 0) X flj
>t CO O >i
CO O -H f-4 UJ
O.TJ .c n
CT> e 01 c
C 0 C -H 3
•H O O £i 0
•w -Q QJ
 CJ 0 O -*J
Q< 0i C
O  H 01
^ fl c *H co
>H U It] U 4J h
n  A
1-1
a,

:ic residue may be
ed; less sludge than
: process.
X -W CJ
O fl •<-»
C W J3
fl CO O
CO CO (U
£ C7* fl
O
CO




CO
14
U CO
•H 4J
0 -H
o$ lw
fl
c - •
< iH
03
1*0
0
CO IJi
c
1 -H
a
e a
CO -H
--( U •
J2 -U CO
O M 73
U C
a ^ 3
0 0
M <*-i a
0 £
t3 >i O
O 4J 0
•*n
CO C (U
•y 3 ^
fl -M -H
CO W 4J
i-i O fl
CJ O..H
a o
NO >
fl
s
4J CU
ludge will accumulate
on; need for clean-ou
on lagoon performanc
acity.
w O co O>
5^ *O (0
T3 fl C O
CO rH CO
•U C CO C
CO
CO




CO
c
o
0
cn
fl
<-*

9
CM



























c
0
JJ
a
o
CO

fl
c
"1

fl
u
M
l-t
c
o
^3
>i ^ C
r-l tO O
'H O -H
fl -U
Ui JJ ro
CO C S-i
C d) U
co a c
cyi co cu
to x: cu
£ 4J ^
CO -rt
^J C •
0 73 fl CO
M CO C
a *J o\ o
fl C -H
C -H -H 4J
O O f^ fl
•H O t7 U
CO (A C CO
CO CO fl CLi
•H (13 -C 0

U

bon - may be regener-
d reused; performance
line with continued
nd blow-down of some
of the spent carbon
required.
M C O (8 C
fl fl cu o cu
T3 CO *J
•W CO >i 3 U >,
C 4J (0 CO O fl

-------






























*~*
73
CU
3
C
•H
4J
C
0
o
^^

(N
1
in
a
CO

• ^
Jj
o
fl •
CO
CU CO
JS V
^> y
0
W M
o a
4)
W C7*
fl 73
3
^73
fl tr cu ,
4J Q p«4 (J) ^ 0) ^
ft)OC/3«OU2fnM-4 •* (T3
^ ^0 T3 W
•H i w cu en
O73yS E3«JO
(d -H -H >t O 1 l-l CU
CQ CP 1 i-4 CO 73 CU C
JS  ^
o a
Cu O
*
a









•
73
(1)
CO
3

01
•»•$

4J
0)
^
03
4-1
|Q
Q

CU

4J
£
o
•H
JS
5

c
•H

CQ
(0
0^
o
0
a
(U
4J

C
o

co
73
£
cu
a
CU
Q


CO
•H
CO
>1
(0

fl
U
•
M
M
M
73
W 3
fl 0
CU CT1 O
en
fl U M
r^ o -LJ
C. U
S-i 3
X 3 73

'e o 2
o a

•H >, C
a fl o •

U 4-1 CU
CP O co
CU C fl fl
4J 'flu 2 »H
a cu
OI-H ca M
C U 3
•H 4J 0 CU
u ca cu x]
3
a


CU
XI C 0
O 4J 3

fl 4J >i M
S fl r- (
73 CU C

3 X *H fC
»O O <-t -u
.^
CO CU CU CO
H 4J 73 0
•H "3
^w 0^ U) ^
O C ^ ^3
4J tl fl

3 73 •
O CO CO
g 73 01 01 •
fl CU CU CU CU
rH W 0 CO
•H 0 l-l CU fl
fl M-I CLX) 3
g
CO


c
^ 0

O 4* -
•H fl
e 73
0) -H
£ X
U 0
•
>
M
CU 73
fl 3 c
0 0)
CU £ 4J
C en en
O >
N 1) CO
0 CO
0) 01
13 _d ^^
C ^J >AJ
^3
^ e
CU U O
C CU l-i
•H > IW

0 3 cu
•H o a

•• en
CO O CU
3 -H
0 X 4J
cu o o
CO 4J C
fl




c
•H 4J
fj
4J 73 3

3 4J O

cl) C O*
M •<-(
fj fW
>i 0 'H
IS §•
O -H
0) ^H
>-l -H
0 C

x: -H o
O 4J -H
fl C
O V-i D1
0 W

en
3















•
>

•H
4J
C

3
CT

0)

C)
fl
•H
O
CU
CL
a
fl

c
•H





C
cu

0

73 3 C
>t>M CU
£ E 3

73 fl 'M
p q u_i
fl 0)
O
cu c a>
C JS
0 73 4J
O fl O
4J
CU
. 73 «
E -H OJ
fl X -H
l-i S-i CU
4J cu a
en Cu en















73
0)
3
C
• H
jj
C
o
o


























































5-21

-------
 CO
 3
 C
•H
4J
 C
 0
 o
CN
 I
in

W

03
              CO Z

              O M
              w en
              en en
              < M
              O S
                 «
              en a
              J w
              < EH
             M W
             en z
             w w
             z en
             Ed en
             £ W
             w a
             CX Oi
                               0)

                               4J
                                  C
                               O1 O
                               C -H
    o

 3  O
                               (0
                               g X

                               cn S   •
                               c     CQ

                               a-H  to
                              en
                                               CO

                                               c
                                               3
(0     M (0 -H
JJ r-(  CO 0 -U  CO


05   -6-03



co t? "H    D  i  C


•H  C           
                                                                                 0)

                                                                             -U -3 :H
                                                                             CO  HJ O
                                                                              (U
                                                                                 5) >
                                               O  C   -


                                               CO  CO  C
                                               C  CP 3
                                               O -H  O
                                              •H  ^  a

                                               co  a)  o
                                              •g  w  o
                        M CD
                        0 g

                        CO O

                       •H
                        C V

                        cn
                                                  05


                                               OVH
                                              •H C
                                                         TJ        0)  O1      •  C  iH
                                      >ir-t CO  O  O
                                     4J  

                                      > -H -H  rtj  IU
                                                                                                     i  cu  o
                                                                                           cn        co js
                                                                                           C        3 4J  dl
rH  -U -U -U  4J .C

f»J
                                                                                           CO ITJ

                                                                                           JJ CU
                                                                                                                            OJ
                                                                                                                            3
                                                                                                                            C
                                                                                                                            C
                                                                                                                            0
                                                                                                                            o
                                                          5-22

-------



'O
CD
TABLE 5-2 (continu




GASEOUS
EMISSIONS

RESIDUALS
GENERATED


/






1
f*
p
2 U
Po
< o
t? K
ss
^


1
D> •
C CU
T3 -H CO
No emissions if the overhea
stream is condensed trapn
volatiles in a liquid pf£

'till bottoms consisting of
tars and sludges will be
laden with nonvolatile
organics. Condensed over-
head stream also could
contain volatile organics.
WJ


o
•H
JJ
/T4
»U
^-t
—.4
^^
•*>4
^^
4J
co
•H
Q
•
X
W

J 1 frt
Venting of gases produced ai
electrodialysis electrode«
causes emissions.
i
3 C.
o solid residue is formed;
however, the original poll,
tants will be present in
different concentrations ii
the two product streams.
z
CO
•H
in
>.
i— i
^ "J
\'H
CO «O
•HO"
co in
>14J
•H O
T3 CU
•H fH
a u
•
x


i
Evaporation vapors could con
tain volatile compounds;
these can be condensed and
trapped in liquid phase.
£
imilar to distillation with
evaporator liquor laden wit
con8 v°latile organics and
condensed vapor rich in
volatile compounds.
w


c
o
•H
4J
' 'fft • •"
*u
J^
0
a
is
w
•
X
4J
n M
Emissions generally should n<
oonH-^°blem' If *naerobi(
conditions are allowed to
occur in granular media
filter, anoxic odors could
occur During backwashina
Strinn61106 TY lndUCG SO^
stripping of volatiles.
s.
the case of granular media
filters, the major residue
is suspended solids trapped
by the filter and removed b'
backwashing.
c
M

(TJ
•H
T3
0) CO
SS"
0 U -l O ITJ
•H {JIM-! 5
b ^—
•
H
)-(


(continued)












5-23

-------
































^s
73


CN
1
\n
W
_)
CO
EH



































CO
CO Z
D O
0 w
W CO
CO CO
rt IH
u s
w























CO Q
j U
3 EH
D <
O OS
M (B
CO Z
Sg











EH

ca co
Z Ed
EH CJ
rf Q
jy flj
as au
£4





















•
c
0
•H
-U
ITS
•4J.
•H
a
o
0)
M
a

r— 1
(tj
O
•H
£
(U
r
O
•u
0
C
o
•1-1
ca
CO
3
O
CD
•H
73.

0)
Q)
CO
c
o
•H
4J
«J
rH
3
O
- o
0
r-l
Cu
M
M
M



•
Ll
3
O
U
0

4J
o
c

T3
rH
3
O
JC
co

CO
G
o
•rt
ca
CO
•rt
£
Cd



4J
C
ITJ

0)
c
(U
• • CP
CD a>
JS M
4J
73
, fH
CU IT3 4J d -H
cn s *^ o
d JM Tj Oj
fl CD jj 4J
^: o^ o c co
u c ja o 3
X fl O O
0) £ 73 T3
CJ CU T3 Li
O 0) «J 3 N
• -H Ll O fl
£ 4J CP CJ -C
rtj JJ • C C
< w
-H 0) C
rH L| O
itJ "-*
U -LJ JJ
flj C (0
C 0) Li
o) a. 0)
C3^ W C
0)
CO _*"* U^
£ a-> 0)
0) -H L)
r-( 3
Q ^4
0 V 0
Lt d)
CL 4J CT>
it] C
C -H -H
0 O i™")
•H 0 T3

W CO (TJ
•H 1^ ^C
£
u





J^
CU
JJ On
C C
0) O

CO >
O -*
0) C 0)
J3 >
C "^
r-l ITJ 4J
•H 0)
O *^
0) -H CU
T3 3 T3
•H CO
CO C CO
CU *H 3
Ll CO
0) CU
CU Li ^3
C
O


c
0
•H
4J
• - flu-
ff -H
•H O
CO CO
0) TJ
OS (T3
X

1
1—* i-l
•H O
-U U^
U)
.^ <^
T3 OJ
CO
TJ 3
C
ITJ CO
-U
C C
o cu

4J r-t
(TJ O
• M CO
CO 0)
C C ^w
0 CU O
•H CT>
•u cu c

Li -i-l
CU £ i *
CU ITJ ITJ
O CJ ^"*^
ll
CO



• 1
4J Ll
C ^V
CU CU
J3 0)

CO O
CU CO CU
jj ja

^ J3 >i
O 4-1 ITJ
ca £
£
CU O CO
JQ ^ ^
-4 3
<-l 13 »-t
•H CU O
3 -w co
CJ
Li ro CU
CU Li CO
•C ^ CU
4J X £
o a; EH
c
<


















0)
^J
«3

C
o
•H
JJ
ITJ
Ll
CU
C
CU
tn
cu
^j

4J
C

>
(•"^
o
CO








4J
S
ItJ
L|
(JJ
C
cu
en
cu

0)

o
U-l

T3
CU
JJ
(TJ

















•
CO
0)
u

3
0
w

c
o
•H
CO

•H
E
cu

ffj^
tj
Ou
•H
Q
C
•ft
Ll
a



cu

jj

.c •
JJ C
•H o

4J
T3 3
CO M
T3 O
Ll CO
(tj
0 -M
CO C
•H (0
CU
^ c
o cu
JJ CU
C Ll
cu
> ^o
cH CU
O CO
CO 3















































JJ
c
ITJ

CU
C O
cu co
tJl«H
CU ITJ

C
CU *H
CO CO
C CU
M
0§
^J ^
^W
cu c
co o
3 -H
JJ
CO 3
^ rH
0) O
JJ CO
TJ
3
























































•
C
O
JJ
G
0)
4J
itj
0)
u
•H
3
C71
0)
Ll

















.-•»
T3
0)
3
C
•i-l
4J
C
O
o
••-•



























































5-24

-------
                                                       V  W    g  i
                                                       •Q  ,

                                                                     §-0-°

                                                                     °s§
                                                                     CO -H -H
                                                                    •H (0 CO
                                                                    •H 4J CO
                                                                    4J C-H
                                                                    
                                              X
 w
•H
 a
 a
                                                                              CO
                                              5-25

-------
    GO
 W  2
 so
 O H
 w co
 CO CO

S£
  w
                            •o
                             
                                                         o
                         •*  
                                                                 o
                                        «
continued
 
-------
phase adsorbents.  These measures may control  the  emission,  but
in many cases generate by-product waste streams.

   • A second approach is to use a process which does  not gener-
ate an air emission or which generates ar.   mission of  less mag-
nitude or severity.  For example, gravity sedimentation is less
likely to strip volatile compounds than dissolved  air  flotation;
the same applies for trickling filtration versus diffused aera-
tion activated sludge.  Process selection,  however, also depends
upon leachate quality, treatment goals, and capabilities of  the
individual unit processes  in the process train.

    The third alternative which may be possible in some instan-
ces is a "do nothing" approach which allows emissions  provided
that concentrations of specific pollutants  in  the  gaseous emis-
sions are within acceptable limits (for many hazardous or toxic
pollutants such limits- have not been defined).  Ensuring ade-
quate dilution of the emission may be a factor  in  this approach.
    As previously stated, residues can be managed  in  the  same
    ler as other liquid and solid hazardous wastes.  That  is,  the
    .owing disposal techniques may be used:
manner as other liquid and solid
following disposal techniques may
      '• hazardous waste landfill,

      • hazardous waste treatment facility,

      • hazardous waste incinerator,

      • deep well injection, or

      • land application.

Whether the residue has to be processed before disposal  depends
upon the residue characteristics, the disposal option, and  eco-
nomics of the situation.  For example, if  the leachate treatment
facility is located at a hazardous waste landfill,  it may be
possible to pump or otherwise convey a sludge to  the landfill  in
the form it is generated and thus avoid the costs of dewatering
or chemical stabilization.  However, this  decision  is very  site
specific and it is not possible  to recommend a specific  manage-
ment technique for every residue listed in Table  5-2.  It is
possible to group the residues in Table-5^2 into  the following
broad categories, subsequently to identify alternative manage-
ment approaches for each category.

    Residue Category                Examples

    1. Liquids (brines)          Inorganic  aqueous streams:  con-
                                 centrates  from membrane  separa-
                                 tion processes,  ion exchange
                                 regenerant streams

                              5-27

-------
2.
Liquids
laden)
(organic
3. Sludges (inorganic)
4. Sludges (organic)
                                Condensates from stripping, dis-
                                tillation, and evaporation
                                operations; spent solvents from
                                extraction and regeneration pro-
                                cesses; concentrate from
                                ultrafiltration

                                Precipitates from chemical
                                oxidation, reduction and
                                precipitation processes;
                                backwash from granular
                                media filtration processes;
                                spent ion exchange resins

                                Excess biological treatment
                                sludges, still bottoms from
                                distillation and evaporation
                                processes, spent adsorbents
                                such as granular and powdered
                                active carbon and resins
                                which cannot be regenerat-
                                ed, scum from dissolved air
                                flotation (may also be in-
                                organic in nature)

                                Ion exchange resins, acti-
                                vated carbon, adsorption
                                resins

                                Discarded or fouled mem-
                                branes, contaminated pack-
                                ings from column opera-
                                tions

Processing and disposal alternatives for each of these catego-
ries are shown in Table 5-3.  Engineering judgment was used to
attempt to differentiate in this table between a primary or pre-
ferred approach (designated with a P) and other approaches which
should be considered (designated S).  Blanks indicate that the
alternative probably does not apply to the residue category;
however, there may be exceptions.

    Factors to be considered when selecting a residue management
alternative are the same as those considered when evaluating on
or off-site leachate treatment and disposal alternatives as dis-
cussed in Section 4.

5.6  TREATMENT PROCESS COSTS

    Although many of the unit processes described in Section 5.3
have potential application  to treatment of hazardous waste
leachate, most of them have never been used for this purpose.

                              5-28
5.  Reusable materials
6.  Other

-------
                 TABLE 5-3.   RESIDUE MANAGEMENT ALTERNATIVES





Disposal
Alternative

Landfill


Incinerate

Deep well
Injection
Land
Treatment

Hazardous Waste
Treatment Facil-
ity

Reuse




Alternatives
for Process-
ing Before
Jlispnaal
None
Devater
Stabilize
None
Devater

None

None
Devater


None
Devater
Regenerate




CO

-------
Therefore, no historical cost data exist on the use of these
processes for hazardous waste leachate treatment.  Consequently,
one must rely on information based upon municipal and industrial
water and wastewater treatment experience to develop cost esti-
mates.  Such information, however, should not be applied direct-
ly in developing cost estimates for hazardous waste leachate
treatment.  Nevertheless, it reflects the best available infor-
mation and with care can be used to make approximate cost com-
parisons among leachate treatment alternatives.  Municipal and
industrial treatment cost data should not be used to prepare ab-
solute site specific cost estimates for any particular process.
Once a process has been selected and operating conditions de-
fined, detailed cost estimates should be prepared using standard
engineering practices.

    Before preparing cost estimates for purposes of making com-
parisons, the user should be aware of the following constraints
to applying available municipal and industrial treatment cost
data to leachate situations:

           1.  Cost data for many processes are presented as a
           function of flow rate with flow rates typically     3
           ranging from 0.1 or 1.0 to 100 MGD (378 to 378,000 m
           /d).  Leachate flow rates are expected to be les"s
           than 0.1 MGD in most cases.  Consequently, extrapola-
           tion must be made to the correct size range.  The
           reader is cautioned that a good understanding of the
           assumptions, formulae, constants, and exponentials
           used to prepare the original cost curves is necessary
           prior to making such extrapolations.

           2.  Costs for many processes have been derived from
           treatment of wastewater matrices less complicated
           than hazardous waste leachate and containing conven-
           tional rather than hazardous, toxic, or priority
           pollutants.   Consequently, the levels of treatment
           provided may be adequate only for the conventional
           pollutants.  For example, ozonation for municipal
           wastewater disinfection requires smaller ozone doses
           and consequently smaller ozone generators and lower
           capital costs than for oxidation of certain organic
           compounds.  Also, phenomena like competitive ad-
           sorption may not have been recognized and taken  into
           account in sizing an adsorption  process to handle  a
           given flow rate.

           3.  Costs may be presented as a function of loading
           of a certain wastewater constituent, e.g., BOD or
           COD.  These may not be meaningful parameters to  size
           and cost a hazardous waste leachate treatment
           process.


                              5-30

-------
    With these cautions in mind, the reader  is referred  to  the
following references for cost information which could be of as-
sistance in evaluating leachate treatment alternatives:

      • Treatability Manual, Volume IV, Cost Estimating  (5)

      • Estimating Water Treatment Costs, Volume 3, Cost Curves
        Applicable to 2500 gpd to 1 mgd Treatment Plants (6)

These documents contain capital, and operation and maintenance
cost data on municipal and industrial applications of many of
the unit processes described in Section 5.3 as  well as ancil-
lary processes such as pumping, pretreatment, and sludge han-
dling.  It is expected that for some processes, the capital cost
curves would be more usable than operation and maintenance  (O&M)
cost data.  This is because O&M cost components such as chemi-
cals/ materials, power, and even labor are more likely to be
influenced by wastewater composition and treatment goals.  A
good example is granular carbon adsorption where contactor  size
and ancillary equipment is relatively independent of wastewater
characteristics but the amount of carbon used is directly depen-
dent on wastewater composition and treatment objectives.  Ozon-
ation, however, provides an exception to this generalization
because even though the ozone dosage requirement is directly
dependent on wastewater composition and treatment goals  it  also
influences capital costs for ozone generators.  Such relation-
ships should be kept in mind when using the referenced cost data
to compare leachate treatment alternatives.

    In general, it is believed that leachate treatment costs
will be higher than for comparable municipal and industrial
processes.

5.7  REFERENCES

 1.  Shuckrow, A. J., A. P. Pajak, and J. W. Osheka.  Concen-
     tration Technologies For Hazardous Aqueous Waste Treatment.
     EPA Contract No. 68-03-2766.  U.S. Environmental Protection
     Agency/ Cincinnati, Ohio, 1980.  343 pp.

 2.  Baillod, G. R., R. A. Lamparter, and D. G. Leddy.  Wet
     Oxidation of Toxic Organic Substances.  Michigan Techno-
     logical University, College of Engineering, Houghton,
     Michigan.

 3.  U. S. Environmental Protection Agency.  Treatability
     Manual, Volume III, Technologies for Control/Removal of
     Pollutants.  EPA-600/8-80-042 C, U. S.  Environmental Pro-
     tection Agency, Washington, D. C., 1980.
                              5-31

-------
4.   U. S. Environmental Protection Agency.  Treatability Man-
     ual, Volume I, Treatability Data.  EPA-600/8-80-042 a, U.
     S. Environmental Protection Agency, Washington, D. C.,
     1980.

 5.  U.S. Environmental Protection Agency.  Treatability Manual,
     Volume IV, Cost Estimating.  EPA~600/8-80-042d, U.S.
     Environmental Protection Agency,, Washington, D.C., 1980.

 6.  Hansen, S. P., R. C. Gumerman, and R. L. Gulp.  Estimating
     Water Treatment Costs, Volume 3, Cost Curves Applicable  to
     2500 gpd to 1 mgd Treatment Plants.  EPA - 600/2-79-162c,
     U.S Environmental Protection Agency, Cincinnati, Ohio,
     1979.  196 pp.
                               5-32

-------
                            SECTION 6

              LEACHATE TREATMENT PROCESS SELECTION
6.1  GENERAL DISCUSSION

     Selection of a leachate treatment process  is not a simple
task, especially in view of the fact that there is little past
experience in the area of hazardous waste leachate treatment and
if the facility is not yet in operation, the quality and quan-
tity of the leachate to be treated must be estimated.  Numerous
factors must be weighed and tradeoffs made in the course of se-
lecting a leachate treatment process.  Important factors which
must be considered include:

          1.  leachate characteristics;

          2.  discharge alternatives;

          3.  treatment objectives (performance requirements);

          4.  nature of disposal site operation and resulting
              impact on leachate;

          5.  costs of various alternatives;

          6.  status of the disposal facility (new or existing);
              and

          7.  post-closure care considerations.

The intent of this section is to provide the reader with an un-
derstanding of how each of the above factors influences  treat-
ment process selection.  Moreover, an approach  which can be fol-
lowed to systematically address each factor  is  suggested.   Fi-
nally, selected hypothetical and actual leachate situations are
used to provide examples of use" of this a'pproach to select
treatment processes.

     Requirements for hazardous waste leachate  treatment are  ex-
pected to apply to both new and existing disposal sites.  How-
ever, approaches to selection of leachate treatment systems  for
these two situations probably will differ.   Each situation  is
addressed subsequently in this section.


                               6-1

-------
     Although post-closure care considerations have not been
dealt with explicitly in this section, such considerations
should be taken into account in final treatment process selec-
tion.  That is, the resources necessary to maintain treatment
system operations subsequent to site closure must be factored
into the treatment system selection process and into the long
term financial planning for the site.  In addition to resource
considerations, post-closure concerns which may impact treatment
system selection relate to changes in flow and composition of
leachate as a result of site closure.

6.2  PERFORMANCE REQUIREMENTS

     As noted in Section 4.4, there are several options for
treatment of leachate and disposal of treated effluent:

          1.  complete 'treatment with direct discharge to sur-
              face waters;

          2.  complete treatment with discharge to groundwater;
              or

          3.  pretreatment with discharge to a POTW or other fa-
              cility for additional treatment.

     Obviously, the required degree of treatment differs among
the options.  For option 3, the nature and capabilities of sub-
sequent treatment will dictate the required degree of pretreat-
ment.  Currently, pretreatment standards for discharge to POTWs
exist for some substances in many municipalities.  Moreover,
regulations require development of new pretreatment standards
for most POTWs for substances such as metals, phenol, and cya-
nide.  That is, limits exist but are being upgraded.  Therefore,
leachate treatment system performance requirements will be de-
fined, at least in part, by local pretreatment requirements.
Pretreatment requirements for discharge to treatment systems
other than POTWs will be dictated by the nature of the down-
stream system and thus will be highly site specific.  Therefore,
leachate treatment system performance requirements would have  to
be developed on a case-by-case basis.  In any event, pretreat-
ment would represent a simplified case of complete treatment.
That is, the technologies would be the same but the required de-
gree of treatment would be less.

       Options 1 and 2 also may differ in the degree of treat-
ment required.  However, at this time there are no guidelines
which establish discharge limitations or acceptable ground or
surface water concentrations for most of the pollutants identi-
fied in Sections 261.33(e), 261.33(f) and Appendix VIII of RCRA
or Section 311 of the Clean Water Act.  Consequently, specific
limitations cannot be used to derive  the required levels of  ner-


                               6-2

-------
formance.  Moreover, it is likely that leachate treatment system
performance objectives will encompass concerns broader than RCRA
alone, e.g., NPDES.

     Definition of treatment system performance objectives is
vital to selection of an appropriate treatment technology.
Therefore, several possible approaches to establishing perfor-
mance objectives are discussed below.  These approaches are not
intended to have any regulatory significance, but could be used
in some combination to guide selection of treatment system goals
until more comprehensive guidelines are developed.

     In the case of surface water discharges, stream water qual-
ity standards, including specific pollutant water quality cri-
teria, must be considered when defining the required level of
treatment.  Water quality criteria have been developed by states
for numerous conventional and non-conventional pollutants.
State standards vary and the pertinent agency must be contacted
to obtain standards for the stream of concern.  Some multiple of
published water quality criteria could be used to establish
treatment objectives.  The multiple should be established on the*
basis of receiving stream flow taking dilution into account.

     Although water quality standards do not exist for many of
the compounds likely to be of concern in hazardous waste leach-
ate, recommended water quality criteria for 64 of the 65 prior-
ity pollutants recently have been published by the Environmental
Protection Agency(l).  However, because criteria for these pol-
lutants still must be developed and adopted by the states, uni-
form treatment requirements even for these 64 pollutants do not
exist.

     Published industrial effluent limitation guidelines also
can be useful in formulating hazardous waste leachate treatment
goals.  Specific numerical effluent criteria have been estab-
lished for some constituents in certain industrial waste cate-
gories based upon state-of-the-art technology capabilities.
Criteria generally are available from this source on pH, BOD,
COD, SS, oil and grease, phenol, cyanide, and several heavy met-
als.

     Primary drinking water standards also can be used as a ref-
erence point in setting leachate treatment objectives.  Once
again, a multiplier could be applied 'to these water quality
based criteria to establish effluent objectives.  This source
may prove useful for certain metals and several pesticides.

     Discharges to groundwater can take the  form of land appli-
cation, seepage pits, or disposal wells.  At this time no uni-
form approach has been applied to define the required degree of
treatment before groundwater discharge.  With adoption of a na-
tional groundwater protection strategy, criteria to protect

                               6-3

-------
groundwater quality may evolve.  A strategy has been proposed by
EPA (2) but adoption and implementation by the states still  is
required.  In this draft strategy, the following three classifi-
cations of groundwater resources ar=? identified:

        • first class - serves a highly valuable human use or
          ecological function warranting the most stringent  pro-
          tection controls,

        • second class - must be protected to insure use as  a
          drinking water source, and

        • third class - limited or defined contamination would
          be allowed for some types of contaminants.

Implementation of this strategy most probably will influence
leachate treatment requirements as well as hazardous waste dis-
posal facility siting.  It is possible that the recently pro-
posed water quality criteria for 64 of the priority pollutants
also could be related to groundwater quality using the "protec-
tion of human health" criteria.  However, it should be noted
that for many of these 64 pollutants three criteria are given
representing incremental cancer risks, but no "acceptable risk
level" is given.

     In summary, the following sources may be used to guide  de-
velopment of leachate treatment goals:

          1.  existing surface water quality standards prepared
              by the individual state agencies,

          2.  water quality criteria for 64 priority pollutants
             .recently proposed by EPA (1),

          3.  industrial wastewater effluent guideline documents
              which define state-of-the-art performance levels
              for various technologies and wastewater constit-
              uents,

          4.  interim primary drinking water standards, and

          5.  proposed groundwater protection strategy issued by
              EPA (2).

However, in attempting to use these various sources for this
purpose, care must be taken to understand the intent of the  par-
ticular criteria/standard and the basis "for. its development.
Such understanding is crucial to the derivation of reasonable
treatment goals from sources originally developed for other  pur-
poses.
                               6-4

-------
6.3  TREATMENT FACILITY STAGING

     During the life of a disposal operation and even after clo-
sure, the flow and composition of leachate from the site are
likely to change.  These changes can occur because of:

          1.  changes in hazardous wastes being disposed of at
              the site;

          2.  on-going physical, chemical, and biological reac-
              tions within the disposal site; and

          3.  ultimate sealing of the site at the time of clo-
              sure which further reduces entry of extraneous
              water.

     Thus, the leachate treatment facility must be capable of
responding to these'changes.  This can be done either by prepar-
ing an initial design which includes processes capable of re-
sponding to all envisioned changes or by staging.  Staging would
involve a design which facilitates adding or deleting new treat-
ment processes or changing capacity of existing processes as fu-
ture conditions warrant.

     From both technical and economic perspectives, staging war-
rants detailed consideration during both disposal facility and
leachate treatment facility design.  A major advantage of stag-
ing would be optimum utilization of the technologies judged to
be most applicable to the leachates produced at different phases
in the life of the disposal site.  A major disadvantage, how-
ever, is the need to anticipate when a change will occur and to
respond as necessary.  In some cases it may not be sufficient to
recognize that a change has occurred and then modify the leach-
ate treatment process after the fact.

     An evaluation of the need to modify the leachate treatment
process could be triggered by either:

          1.  the results from routine monitoring of leachate
              characteristics and leachate treatment process
              performance, or

          2.  the decision to accept a different hazardous waste
              it the disposal facility.

If a change is needed in unit processes, process size, or opera-
tional procedures, this can be determined based upon the ex-
pected magnitude and duration'of change .in the leachate.

     In the case of a new disposal operation where a leachate
has not yet been generated and treatability studies cannot be
conducted using actual leachate samples, the initial leachate

                               6-5

-------
 treatment  facility will have  to be designed  from  leachate quan-
 tity and composition projections made on  the  basis of  types  of
 wastes  to  be handled, and site construction  and operational
 procedures.  However, because performance of  the  leachate treat-
 ment system can, at best, only be estimated  on the basis of
 available  data,  the system should be designed and constructed  in
 such a way that  processes can be added or deleted as necessary
 to respond to leachate characteristics and to meet performance
 requirements.

     One aspect  of staging which should be considered  for new
 facilities is interim storage and/or leachate recycle  to the
 disposal site.   The feasibility of these approaches will be
 highly site specific and in most cases can only be considered as
 interim.   However, if some combination of storage and  recycle  is
 feasible early in the life of the disposal site operation,  this
 approach may provide sufficient time for  the  conduct of treata-
 bility studies with the actual leachate.  Consequently, treat-
 ment process design could be accomplished on  a firmer  basis.
 Use of this approach, however, must be evaluated  on a  case-by-
 case basis.

     The use of  mobile or temporary treatment facilities early
 in the life of a disposal site prior to construction of a per-
 manent facility  also could be considered.

 6.4  TREATMENT PROCESS SELECTION METHODOLOGY

     It is not possible to provide a prescriptive, step-by-step
 guide for  selection of a hazardous waste leachate treatment
 technology.  This is because site specific factors will have a
 significant impact on the selection procedure.  Moreover, haz-
 ardous waste leachate treatment is an emerging area still in its
 infancy.   Therefore, this section addresses  factors which should
 be considered and suggests a generalized methodology which  can
 be applied to selection of a leachate treatment process.  Cau-
 tions and  recommendations pertaining to various steps  in the
 methodology also are provided.

     If possible, selection of a process  to  treat hazardous
waste leachate should be based upon treatability  studies  (labo-
 ratory or  pilot  scale) using  the actual leachate.  This is  rec-
 ommended for several reasons:

           1.  Published hazardous waste leachate  treatment  per-
              formance data are rare.  In the absence  of treata-
              bility studies, inferences  nust be  drawn from
              other laboratory experimental  studies, and indus-
              trial and municipal water and  wastewatet treatment
              experience.
                                6-6

-------
          2.  Lacking previous experience and/or  treatability
              data, there is no guarantee that high levels of
              treatment can be achieved.

          3.  It is likely that a combination of  several unit
              processes •'ill be needed  to deal with the complex
              leachate matrix.  Arriving at the optimum system
              is unlikely without treatability studies.

          4.  The complex leachate matrix may not behave like
              other wastewaters thus affecting design and  opera-
              ting criteria (e.g., chemical dosage require-
              ments), and invalidating  extrapolations from other
              experiences.

          5.  Capital investment, and especially  operation and
              maintenance costs are likely to be  greater per
              unit volume treated than  for municipal or indus-
              trial wastewater.  However, costs will be diffi-
              cult to estimate without  treatment  experience.
              Investment in a costly, unproven system that may
              not meet the required treatment objectives is  im-
              prudent.

In spite of these considerations, at new disposal sites or ex-
isting sites where leachate has not appeared or its quality  is
expected to change greatly, treatability studies  may not be  pos-
sible.  Thus, a more theoretical approach (at least to concep-
tual design of a treatment system) with greater dependency on
published data must be taken.

     A general methodology which can be used for  selection of a
leachate treatment process is shown in  Figure 6-1.  This method-
ology revolves around the question of existence of a leachate.
The left side of the flow chart applies to cases  where a leach-
ate exists and can reasonably be used in treatability studies.
The right side addresses the case where leachate  treatability
studies cannot be conducted.  This suggested methodology is  dis-
cussed subsequently.

     Aside from the availability of leachate for  use in treata-
bility studies,  several key questions must be answered as  part
of the leachate treatment technology selection process.  Among
these are:

          1.  Does the leachate need to be considered a hazard-
              ous waste?

          2.  What are the treated effluent discharge options
              and the corresponding performance or discharge
              limitations?
                               6-7

-------
                     yes
does a
leachate
 exist?
no
      baaed on leachate quality,
   select applicable technologies
         from published data
      conduct treability studies,
         evaluate results,
          develop costs,
          select process
     conduct pilot scale studies,
       make cost estimates,
         optimize process*
       design treatment facility
           define expected leachate
            quality from theoretical
            projections or leachate
              generation studies
         select applicable technologies
           based on published data
              evaluate processes,
                develop coats,
                select process
            design treatment facility
Figure 6-1.   Methodology to select leachate  treatment process
                                   6-8

-------
          3.  What pollutants are present  in  the leachate and at
              what concentrations?

          4.  Are toxic or refractory compounds present?

          5.  What is the leachate flow rate; how will  it vary
              with time (diurnal, seasonal, long term)?

          6.  Are there any other aqueous wastes generated at
              the site and should they be combined with the
              leachate for treatment?

          7.  Will the leachate quality or quantity change
              (could be a function of disposal site operation)
              and does the leachate treatment process need to be
              able to respond to such changes and in what time-
              frame?

          8.  How much land is available for  the leachate treat-
              ment facility and are there any special con-
              straints to construction?

          9.  Should leachates from different areas of  the dis-
              posal site be combined or segregated  for  treat-
              ment?  (Note that this will affect site and leach-
              ate collection system design.)

         10.  How will leachate treatment residues  be managed?

        . 11.  What is required to support  the leachate  treatment
              operation, e.g., analytical  testing,  operations
              personnel?

         12.  Will spilled material get into  the leachate treat-
              ment system?

         13.  What skills and resources will  be needed  for post-
              closure operation?

The leachate treatment system design process  must address all
these issues.

6.4.1  Disposal Site with Existing Leachate

     Where a leachate exists,-a three-tiered  selection  method-
ology process is shown in Figure 6-1.  Initially, published  in-
formation (e.g., discussions given in Section 5.3 and 5.4, and
the treatability data given in Section 5.2 and Appendix E)
should be used  to identify processes that  have been reported to
be capable of treating the types of constituents present  in  the
leachate.  The objective should be to focus subsequent  efforts
on the most promising processes.

                               6-9

-------
       At the second level, these processes should be studied at
laboratory scale individually and, if necessary, in combina-
tions.  Experimental studies will further screen out unsuccess-
ful processes, identify viable combinations, enable development
of "first cut" design criteria, identify by-products of concern,
and facilitate cost projections.  Depending upon the results of
this step and the reliability of laboratory scale data, a pilot
scale program may be warranted to develop detailed design infor-
mation.  The possibility of designing the pilot scale system to
serve as the first stage of the full scale system should be giv-
en consideration.

     The time required and costs associated with conduct of this
three-tiered program will depend upon the number of processes
examined, the ease with which the leachate can be treated, and
the intensity of the effort.  Physical and chemical processes
generally can be studied in less time than biological processes
because of acclimation or stabilization requirements usually
associated with the latter process type.  Other considerations
in designing and conducting treatability studies include:

        • obtaining representative leachate samples;

        • quantities of leachate required;

        • methods for collecting, handling, and transporting
          leachate to avoid or minimize changes which would in-
          troduce experimental error or endanger personnel,
          e.g., volatilization  •-f leachate constituents;

        • use of batch and continuous flow treatment processes;

        • parameters used to monitor process performance because
          of both the considerable costs which could be incurred
          by analytical testing and the need for rapid data
          turn-around to enable timely judgments; and

        • disposal of wastes (liquids, residues, gaseous emis-
          sions) generated in the treatability studies.

6.4.2  Disposal Site Without Existing Leachate

     If a leachate does not exist or if its composition is ex-
pected to change greatly, the first major step is to determine
what the leachate composition is expected to be.  Because dis-
posal site design and permit acquisition-requires knowledge of
what wastes will be. handled at the site, incoming waste composi-
tion data probably will be available.  However, it:  still will be
necessary to project which waste consituents may appear in the
leachate and at what concentrations.  Moreover, because treat-
ment facility design probably will be based on a worst case
rather than average or optimum condition, a projection of the

                              6-10

-------
worst condition must be made based  upon  anticipated  chemical  re-
actions, physical constants for  the waste constituents,  a water
balance for the site, and water  and pollutant migration  rate  in-
formation.

     For a landfill disposal operation,  a second  approach for
determining leachate characteristics would be to  simulate leach-
ate generation.  Various simulation techniques  are available  de-
pending on the desired degree of correlation with the actual
site.  However, a one-for-one correlation is unlikely and cost
increases as correlation improves,  Leachate generation  tests
could range from "extraction procedure"  type tests to larger
scale lysimeter studies to measure  percolation  and constituents
removed in the drainage.  Generation tests could  be  conducted
using individual raw wastes or they could be conducted under
conditions better representing site operation by  mixing, segre-
gating, stabilizing, compacting, or sealing the wastes as they
would be at the site.  The major benefit of the larger scale/
more time-consuming lysimeter test may not be the development of
leachate composition data but the generation of enough leachate
to enable conduct of small scale treatability studies.   However,
before adopting such an approach, one should be assured  that
good correlation with actual site conditions can  be  achieved.
Otherwise, treatability study data may be little  more useful
than published data and should be used with a similar amount  of
caution.

     In that regard, published data can  be used with caution  to
gain insight into the types of compounds likely to migrate  and
appear in leachate and to a lesser  extent, concentration ranges.
The data contained in Appendix A and summarized in Table 3-1
could serve as a starting point.  As more data  on hazardous
waste leachate composition become available, the  utility of mak-
ing projections based upon experience at other  sites may be im-
proved.

     In the future, mathematical modeling, may  be a  viable  al-
ternative for projecting leachate characteristics.   However,
selection of input values which correlate with  site  conditions
will be difficult.

     Once leachate characteristics  are projected, promising
technologies should be identified on the basis  of published data
(similar to the first step or the left side of  Figure 6-1).  De-
tailed "desk-top" analyses then can be conducted  to  evaluate  and
select the process.  These analyses could be aided by companies
marketing pertinent technologies if unpublished in-house experi-
ences are provided to supplement available data.

     In cases where treatment process design is based on the
"desk-top" approach, consideration  should be given to contin-
gency plans for leachate treatment  and disposal in the event

                              6-11

-------
that the original design does not perform as required.  The
feasibility of adopting an interim measure such as  leachate
storage and/or recycle until the design can be confirmed  by  ac-
tual treatability studies as discussed earlier in this  section
also should be considered.

6.5  CONSIDERATIONS RELATING TO PROCESS TRAIN FORMULATION

     Details relating to process configurations, applications,
design concerns, and pre- and post-treatment requirements to
assure proper performance are discussed below for those proc-
esses identified in Section 5.4 as being most applicable  for
leachate treatment.  These considerations should be  taken into
account when arranging unit processes into treatment trains.

6.5.1  Biological Treatment

     Biological treatment is expected to offer the most cost-
effective approach to removal of organic matter, particularly
biodegradable substances which are not amenable to  sorption
processes.  The major problem associa-ted with biological  treat-
ment is the potential presence of toxic organics and heavy met-
als which may interfere with metabolic processes and render  this
treatment approach ineffective.  There are several  categories of
biological treatment processes including variations  within these
categories which overcome toxicity problems to some  extent.  In
addition, pretreatment or the addition of powdered  activated
carbon often can be applied successfully to overcome toxicity
problems.   For example, toxic heavy metals may be  reduced below
inhibiting concentrations by chemical precipitation  using lime,
alum, or iron salts, prior to biological treatment.   Carbon
sorption either by packed bed pretreatment or PAC addition to
the biological treatment unit can be quite effective in dealing
with organic toxic substances.  Nutrient addition (e.g.,  phos-
phorus and/or nitrogen) probably will be required in many in-
stances to support biological growth.  Neutralization also may
be required if the pH is substantially different from 7.

     Biological treatments which can be used include aerobic
processes such as activated sludge, trickling filters and aer-
ated lagoons; and anaerobic processes such as lagoons and anaer-
obic filters.  Each is discussed below.

     Of the various activated sludge processes, completely
mixed, extended aeration, and contact stabilization  are used
most often.  The completely mixed configurations are more toler-
ant of toxic substances than plug flow_ schemes.  The impact  of
toxic substances in the wastewa'ter is reduced because complete
mixing in the aeration unit reduces the concentration of  the
toxic compound by dilution and distributes the load  to  a  greater
quantity of biomass.  Non-biodegradable substances  may  pose  more


                              6-12

-------
of a problem than biodegradable toxics especially  if sorbed by
the biological sludge where they may concentrate over a period
of time and interfere with cell metabolism.

     Sludge produced in biological waste treatment may be a haz-
ardous waste itself due to the sorption and concentration of
toxic substances contained in the wastewater.  The quantity of
biological sludge produced normally is governed by hydraulic de-
tention time and sludge age.  The conventional approach focuses
on maximum sludge production consistent with the desired efflu-
ent quality.

     On the other hand, extended aeration minimizes sludge pro-
duction through use of long hydraulic detention times.  Extended
aeration typically is used in small operations since the small
sludge handling requirements minimize the amount of manpower
needed for operation (manpower costs are more significant than
aeration costs for small units).

     An additional potential problem associated with aerated
systems is the stripping of volatile compounds.  While this may
serve as a removal mechanism, air pollution and personnel safety
problems also may arise.  Methods to control these emissions are
limited.  Aside from using a process where stripping is less
likely (e.g., trickling filters or an anaerobic process), gas
phase adsorption may be possible using carbon or resin, al-
though this has not been studied extensively.  Adsorption would
require collection of off-gas and, thus, could be more easily
adapted to a pure oxygen process.  Chemical oxidation of emis-
sions before release also may be feasible.  Prior  to pursuing
emission control, the potential problem magnitude  should be
evaluated thoroughly.

     It is doubtful that activated sludge treatment alone will
suffice to meet discharge objectives in all instances.  Pre-
treatment is expected to be needed to remove toxic materials
which would interfere with optimum performance of  the biological
system.  Post-treatment normally serves to polish  the effluent
by removing suspended solids and refractory substances.  These
latter substances generally are expected to be in much lower
concentrations than biodegradable substances.  Listed below are
potentially useful pretreatment steps:

         1.   Addition of lime, alum, or iron salts to precipi-
             tate heavy metals.

         2.   Carbon sorption which may either be accomplished
             through PAC addition with or without chemical coag-
             ulation or by packed beds of granular carbon.  The
             objective is reduction of chemicals toxic to bio-
             logical treatment; therefore, large throughputs for
                              6-13

-------
        packed beds or small PAC additions may be all that
        is required to achieve this reduction if the toxic
        materials are strongly sorbed by the carbon.

    3.  Ultrafiltration or reverse osmosis are potential
        pretreatment candidates.  These would be used to
        remove large molecular species which typically in-
        clude the toxic and refractory species while
        smaller species which are generally biodegradable
        (e.g., ethanol, acetone) carry through and are re-
        moved in the biological unit.

    4.  Aeration, sedimentation and filtration may also be
        useful in some instances.  For example, ferrous
        iron may be oxidized and precipitated to scavenge
        other heavy metals.  Sedimentation with or without
        filtration could then remove the precipitated fer-
        ric hydroxide and reduce toxic heavy metals to ac-
        ceptable levels.

    5.  Chemical oxidation, with ozone for example, may
        serve to detoxify certain materials; however, ozone
        consumption may be high due to oxidation of mate-
        rials which are more appropriately biodegraded at
        much less cost.  Alkaline chlorination may be used
        to oxidize cyanides if present in relatively dilute
        concentration.

    6.  Wet air oxidation also may detoxify some organic
        substances but is expected to be a costly pretreat-
        ment step.

    7.  Ion exchange can remove toxic metal ions but is
        probably more expensive than chemical precipita-
        tion.

    8.  Electrochemical treatment may be useful in some  in-
        stances, e.g., it may be preferable to chlorination
        for reduction of high cyanide concentrations.

    9.  A.P.I, separator and/or air flotation may be used
        to remove oil and grease.

Candidate post-treatment steps include:
          >
    1.  Carbon sorption has strong potential when teamed
        with biological.  Biological treatment can substan-
        tially reduce the load"to a carbon column and
        thereby minimize the cost.
                          6-14

-------
         2.  Chemical coagulation - sedimentation -  filtration
             would be useful  for removing residual heavy metals.
             Some PAC addition may also be performed  to clean up
             low residuals of toxic organics.

Other steps, such as ion exchange and membrane processes may be
considered processes for inorganic ion or total dissolved  solids
removal.

     Trickling filters will not produce as high a quality  efflu-
ent as activated sludge/ but may be less troublesome  from  an op-
erational standpoint and are less likely to cause'stripping of
volatile compounds.  Pre- and post-treatment comments  for  the
activated sludge treatment process also apply to  trickling fil-
ters.

     Aerobic lagoons may be an effective process  for  treating
the organic fraction of a leachate stream.  Their large size
provides dilution' and buffering of load fluctuations.  Capital
costs and operation and maintenance requirements  are  less  than
for activated sludge but land requirements are greater and oper-
ational controls are less flexible.  If lagoons are  aerated by
mechanical means, stripping of volatile compounds could be a
problem.

     Sludge removal may necessitate shut down of  lagoon opera-
tion, however, clean-out will be determined by leachate compo-
sition and lagoon design and could be very infrequent (at  in-
tervals of several years).  Effluents probably will  need to be
polished to accomplish the high levels of performance expected
to be required.  Consequently, pre- and post-treatment processes
discussed for activated sludge generally apply to aerobic  la-
goons.

     The two anaerobic processes described in Section 5.2  great-
ly differ in their configuration and operation.   Both, however,
may have advantages over aerobic treatment because of less
stripping and sludge production.  Methane produced could be used
as fuel.  Anaerobic lagoons also are easier to operate and have
lower capital, and operation and maintenance costs.   The diffi-
culty of anaerobic filter operation may be comparable to acti-
vated" sludge.  For upflow anaerobic filters, pre-treatment for
suspended solids removal may be needed to minimize filter  plug-
ging.  A lower quality effluent will be produced  by  anaerobic
processes necessitating post-treatment with the considerations
discussed for activated sludge applying.

     Successful application of anaerobic treatment followed by
aerobic treatment for gross and specific organics removal  has
been reported at bench scale.  Successful anaerobic  treatment of
municipal landfill leachate also has been reported at bench
scale.

                              6-15 .

-------
6.5.2  Carbon Adsorption

     Activated carbon sorption in packed beds is considered to
be a prime candidate for leachate treatment.  However, it is an-
ticipated that activated carbon will be used in conjunction with
other processes since it is quite expensive to treat moderate -o
high TOC loads with carbon alone.  Furthermore, carbon is not
effective for removing many highly soluble low-molecular weight
organics.  Although most of the low-molecular weight organics
are not highly toxic, they will contribute substantially to the
COD and BOD of the effluent.

     Carbon sorption is best suited for removal of refractory
organics following biological treatment.  These organics-gener-
ally are adsorbed most strongly by the carbon and at the low
concentrations typically found, the carbon sorption cycle can be
lengthened.  Consequently, the cost of carbon replacement or re-
generation is lowered.

     There may be cases where carbon adsorption will be  used be-
fore biological treatment to protect the biological process from
toxics.  In these cases complete treatment by the carbon process
is not required and organics can be allowed to "leak" from the
carbon.  Treatability studies, however, are necessary to define
leakage levels tolerable by the downstream biological process.

     Powdered activated carbon added directly to the activated
sludge biological system also is considered to be a potential
leachate treatment process where refractory or toxic organics
may inhibit biological activity.  To assure adequate removal of
carbon from the effluent/ post-treatment using granular  media
filtration may be necessary.

     If granular carbon usage is low, it is unlikely that on-
site thermal regeneration of activated carbon will be performed.
Instead, commercial replacement services probably would  be used.
For powdered activated carbon (PAC) the quantity used also would
dictate the decision between one time use of the PAC or  regener-
ation.

     Alternative pretreatment steps for the sorption process  in-
clude the following:

         1.  Biological treatment (discussed earlier);

         2.  Solids removed by filtration;

         3.  Chemical precipitation/coagulation for  suspended
             solids and heavy metals removal followed by sedi-
             mentation alone or filtration alone, or a combina-
             tion of sedimentation and filtration;
                              6-16

-------
         4.  Aeration followed by sedimentation/filtration  for
             oxidation and precipitation of dissolved  iron which
             removes heavy metals as well as suspended solids.
             Aeration also may remove volatile organics  to  re-
             lieve loading on activated carbon (however, emis-
             sions constraints must be considered);

         5.  Ozonation to render organics more sorbabl?  by car-
             bon; and

         6.  Oil removal.

Processes  such as ultrafiltration and reverse osmosis  do not
complement sorption and  are not considered good pretreatment
candidates.  Ion exchange possibly may serve to remove ionic
substances such as heavy metals, organic acids, amines,  or cya-
nide; but  it is likely that alternative processes will be less
expensive.

     Post-treatment processes which may be useful include the
following:

         1.  Precipitation - scavenging for removal of residual
             heavy metals.

         2.  Biological  - for removing biodegradable residuals.

         3.  Filtration  - to provide complete removal  of PAC
             from the treated effluent.

6.5.3  Chemical Precipitation/Coagulation

     The term chemical precipitation as used here includes  the
processes of chemical addition, precipitation and flocculation.
Post-treatment will include sedimentation or flotation in cases
of oily materials.  Granular media filtration also may be in-
cluded for better removal of precipitates.

     Typically, precipitation is used for removal of particulate
matter and inorganic ions, primarily heavy metals.  It is ac-
complished by adding alum, lime, iron salts (ferric chloride,
ferrous sulfate), or hydrogen or sodium sulfide.  Organic poly-
electrolytes also are used as flocculants or to aid floc-
culation.

     A primary variable  in determining chemical doses  and re-
moval efficiencies is pH because of its effect on pollutant sol-
ubility in the wastewater matrix.  Although removals equal  to
solubility limits are theoretically possible, the formation of
organometallic complexes and the incomplete removal of precipi-
tated particles limits actual removal efficiencies.


                               6-17

-------
     When organics are present, post-treatment for organics re-
moval will be required.  This could take several forms including
biological, sorption, or stripping.  Reports indicate, however,
that coagulation followed by efficient solids removal, e.g.,
mixed media filtration can provide moderate removals  (30-60%) of
numerous organic compounds; even when these compounds are
present at the low milligram or microgram per liter levels.
Provisions also are required to manage sludges generated by the
coagulation process.

     For some metals, e.g., hexavalent chromium, precipitation
must be preceded by a chemical reduction process.  For iron,
manganese and some other metals pretreatment using chemical oxi-
dation may be required.

6.5.4  Density Separation

     Sedimentation is likely to be needed for pre- or post-
treatment in concert with many of the applicable unit processes.
Flotation may be used with or without chemical coagulation  for
leachates containing oily materials.

6.5.5  Filtration

     Granular media filtration also is likely to be used for
pre- or post-treatment in concert with many of the applicable
unit processes.

6.5.6  Chemical Oxidation

     Two potential applications of chemical oxidation processes
to leachate treatment are cyanide destruction and oxidation of
organics.  Oxidation of metals is considered of secondary impor-
tance because most metals are more effectively removed by chemi-
cal precipitation or ion exchange.  For cyanide destruction,
when cyanide concentration is low and complexation with metals
is possible, alkaline chlorination or ozonation may be most ap-
plicable.  Ozonation produces no harmful residuals (the nature
of intermediate products must be assessed individually) and also
may oxidize organics present in the leachate.  A major disadvan-
tage of alkaline chlorination is the potential for formation of
chlorinated organics.

     The alkaline chlorination process may include two stage
chlorination or a second step of acid hydrolysis.  Both require
close pH control.  Pretreatment for metals removal by chemical
precipitation may be practiced.  Post-treatment (biological or
carbon adsorption) for removal of organics may be required  when
treating leachate.
                              6-18

-------
     The ozonation process may  include chemical  coagulation  for
metals removal and sedimentation or  filtration  for  suspended
solids or precipitate removal.  Ozone  is not  selective  and will
oxidize cyanide and organics present in the leachate.   The de-
gree of oxidation will determine post-treatment  requirement.
Biological treatment and possibly carbon adsorption may be nec-
essary.

6.5.7  Chemical Redaction

     The major leachate treatment application of chemical reduc-
tion appears to be reduction of hexavalent chromium to  trivalent
chromium using sulfur dioxide,  sulfite salts, or ferrous sulfate
as reducing agents.  For removal of  the soluble  trivalent chro-
mium, chemical precipitation with lime or sodium carbonate is
used.  This precipitation step  also  may remove other metals
present in the leachate.

     If cyanide is present chemical  oxidation may be a  required
post-treatment.  If organics are present in the  leachate, bio-
logical or carbon adsorption also may be required post-treatment
steps.

     Site conditions will influence  the valence  state of chro-
mium in a leachate.  Analytical determinations are  necessary  to
identify the form of chromium in the leachate.

6.5.8  Ion Exchange

     Ion exchange is an effective but costly  -nethod for metallic
ion removal.  Consequently, the process application probably
will be limited to selected situations.  For  purposes of leach-
ate treatment, a major application could be fluoride removal  us-
ing activated alumina adsorption.  As stated  in  Section 5.2,  ad-
sorption rather than ion exchange is the removal mechanism;  how-
ever, the process is operated similarly to ion exchange proc-
esses.  Pre-treatment steps could include sedimentation or fil-
tration to remove suspended solids,  or chemical  precipitation  to
remove metals/ or both.  Because the process  is  more suited  for
inorganic ion removal, treatment for organics removal may be  re-
quired.  Treatment and disposal of regenerant and neutralization
streams used to regenerate the  activated alumina also must be
considered.

     Total dissolved solids removal  is "another potential appli-
cation for ion exchange when non-precipitable dissolved solids
are present and TDS levels are  generally less than  5000 mg/1.
In this case, the process would be used for effluent polishing.
Brines or sludges resulting from regeneration require careful
management.
                              6-19

-------
 6.5.9  Membrane Processes

      In cases where total dissolved solids (TDS)  removal is re-
 quired  and TDS concentration ranges from 5,000 to 50,000 mg/1
 reverse osmosis could  be used for effluent polishing.   Concur-
.rent removal  of some refractory organics also may be accomp-
 lished.  When used  to  treat effluents with high TDS  levels  the
 concentrate stream  could become very voluminous and  would re-
 quire additional management considerations.

 6.5.10   Stripping Processes

      Stripping processes will have limited application in leach-
 ate  treatment.   This is  because of air emissions  problems re-
 lated to air  stripping and additional treatment requirements for
 overhead condensate and  stripper bottoms in  the case of steam
 stripping.   One possible application of air  stripping  would be
 to remove ammonia nitrogen (when biological  treatment  is not ef-
 fective) if emissions  would not constitute an air pollution
 problem.

      If air stripping  is used,  chemical precipitation  and sedi-
 mentation may be used  for pretreatment to accomplish metals re-
 moval,  to take advantage of alkaline pH conditions,  and for re-
 duced solids  loading to  the stripper.  If additional alkalinity
 is necessary, chemicals  should  be selected with sludge produc-
 tion and disposal considerations in mind.

 6.5.11   Wet Oxidation

      Only limited application of wet oxidation is envisioned at
 this time because of a lack of  process experience.  Where leach-
 ates are composed primarily of  high concentrations of  toxic or
 refractory organics but  are too dilute for incineration to be
 cost-effective, wet oxidation could be considered.  Site specif-
 ic treatability studies  should  be conducted  before selecting the
 process.  Pretreatment requirements probably will be minimal;
 post-treatment requirements will depend on the degree  of oxida-
 tion achieved.

      Wet- oxidation  as  a  regeneration technique for powdered ac-
 tivated carbon used in leachate treatment does appear to be a
 promising potential application.

 6.6   PROCESS  TRAIN  ALTERNATIVES

      Since hazardous waste leachates are expected to vary widely
 in composition and  will  often contain a variety of constituents,
 in general, no single  unit process will be capable of providing
 the  necessary treatment.  Rather, the incorporation of individ-
 ual  unit processes  into  process trains will  be necessary to
 achieve high  levels of treatment in a cost-effective manner.

                              6-20

-------
The most promising unit processes were  identified  in Section 6.5
Thus, the next step in selecting a leachate treatment system is
to formulate process trains which combine unit process  technolo-
gies in a fashion which optimizes solution of a particular
leachate treatment problem.

     The formulation of process trains  is addressed subsequently
in this section for three general types of hazardous waste
leachates depending upon the type of contaminants  to be  treated:
organic, inorganic, or combination of organic and  inorganic.
These are believed to be typical of the types of leachate treat-
ment situations which will be encountered at most  hazardous
waste disposal sites.  Example treatment systems are described
for each of the leachate types.  These  systems were selected to
apply to a broad range of contaminants which may be present in
leachates and should be capable of achieving high  levels of
treatment.  However, other arrangements of unit processes are
possible and may be preferable in some  cases as dictated by site
specific conditions.  Process trains presented herein are be-
lieved to have broad applicability but  must be evaluated in
light of a specific leachate treatment  problem.

     Descriptions of process trains and operating  conditions are
presented in differing levels of detail depending  on the appli-
cability and reliability of available data.  In many cases, the
generic type of process (e.g., biological treatment) is  illus-
trated in the process train rather than a specific process
(e.g., activated sludge, trickling filter, aerated lagoon) be-
cause site specific conditions will control the choice  of the
specific unit process.

     Because of the paucity of data on  hazardous waste  leachate
composition and general lack of experience with leachate treat-
ment, the examples given below were derived from a range of
sources:  actual leachate with a full scale process train imple-
mented, contaminated groundwater similar in composition  to
leachate and proposed alternative process trains,  and postulated
leachates and alternative process trains.  The user can  compare
these situations to the particular case at hand and make judg-
ments about possible treatment approaches.

6.6.1  Leachate Containing Organic Contaminants

6.6.1.1  Love Canal Experience--
     Experience in the treatment of actual high strength organ-
ics-containing leachate has been reported by McDougall,  et al.
(3,4).  They report on the temporary and permanent process
trains used to treat leachate from the  Love Canal.  The  proc-
esses selected for the permanent facility are listed below and
the flow chart is illustrated in Figure 6-2:
                              6-21

-------
                                              05
                                             •H
                                              o
                                              4J
                                              «J


                                              I
                                              o
                                              01


                                              4)
                                              4J
                                              CO

                                              4J

                                              0)
                                              s
                                              4J
                                              4J
                                              c
                                              
-------
       •  raw leachate holding tank

       •  neutralization with caustic  followed by clarification

       •  in-line storage tank

       •  in-line bag filters

       •  carbon adsorption (2 beds in series)

The leachate treatment facility discharges to the city sewer
system which conveys the treated leachate to a physical-chemical
municipal sewage treatment plant.

     Performance data collected during operation of a temporary
system which was similar to the permanent treatment system ex-
cept that granular media filters were used instead of bag fil-
ters are shown in Table 6-1.

     Cost for permanent treatment has been reported to be
$9.80/m3 (3.7
-------
            TABLE 6-1  PERFORMANCE  DATA ON TEMPORARY TREATMENT


                         SYSTEM  AT LOVE CANAL (3)
                             Raw  Leachate
     Pollutant
 Carbon System
Effluent ( ug/1)
2,4, 6-trichlorophenol
2, 4-dichlorophenol
Phenol
1, 2, 3-trichlorobenzene
Hexachlorobenzene
2-chloronaphthalene
1, 2-dichlorobenzene
1,3&1,4-
dichlorobenzene
Hexachlorobutad iene
Anthracene and
phenanthrene
Benzene
Carbon tetrachloride
Chlorobenzene
1,2-dichloroe thane
1, 1,1-trichloroe thane
1,1-dichloroe thane
1, 1, 2-trichloroethane
1,1,2,2-
tetrachloroe thane
Chloroform
1, 1-dichloroethylene
1, 2- trans
dichloroe thy Iene
1, 2-dichloropropane
Ethylbenzene
Methylene chloride
Methyl chloride
Chlorod ibromome thane
Tetrachloroethylene
Toulene
Tr ichloroe thy Iene
TOG
85
5,100
2,400
870
110
510
1,300

960
1,500

29
28,000
61,000
50,000
52
23
66
780

80,000
44,000
16

3,200
130
590
140
370
29
44,000
25,000
5,000
a, 1,000 mg/1
< 10
N.D.
< 10
N.D.
N.D.
N.D.
N.D.

N.D.
N.D.

N.D.
< 10
< 10
12
N.D.
N.D.
N.D.
< 10

< 10
< 10
N.D.

< 10
N.D.
< 10
46
N.D.
N.D.
12
< 10
N.D.
^30 mg/1
N.D. - not detected
                                6-24

-------
         Results of limited treatability and feasibility study
efforts prior to treatment system selection are sur-.-ari z-e^
below:

         1.  A mobile treatment: unit equipped  -.-. r pK aj- :?--i
-------
     The results of these treatability studies and the per-
formance data presented in Table 6-1 illustrate  the  treatability
of this leachate.  A comparison of these results with treatabil-
ity information for carbon adsorption in Appendix E  leads  to  the
following observations:

         1.  treatability information for 25 of  the  31 compounds
             listed in Table 6-1 is given in Appendix E, and

         2.  the treatability information for these  compounds
             very closely corresponds to the performance indi-
             cated in Table 6-1.

While the data in Appendix E do not always indicate  the best
level attainable in an effluent, they do indicate which com-
pounds are treatable and provide an estimate of  process perfor-
mance.  This demonstrates the usefulness of Appendix E data in
aiding initial screenings of technologies especially for those
with greater application experiences.

     The Love Canal experience illustrates a case where acti-
vated carbon treatment is an effective and relatively cost-ef-
fective method for removing organic contaminates from a haz-
ardous waste leachate.This approach may or may not have  been
the optimum choice but the emergency nature of the situation did
not permit lengthy process optimization studies.  Since the Love
Canal leachate treatment system is an operating  facility,  addi-
tional experience should better define the effectiveness and
costs associated with this approach.

6.6.1.2  Ott/Story Site Study—
     On-going efforts to evaluate technologies for treating
groundwater contaminated by a variety of toxic and hazardous or-
ganic compounds have been reported in several references
(6,7,8,9).  This experience is highlighted for several reasons
even though the subject wastewater is groundwater rather than
leachate:

         1.  Many of the compounds are the same  as would be ex-
             pected to occur in leachate.

         2.  Treatability studies have been conducted using
             groundwater obtained from the most  concentrated
             part of the contamination plume.  Therefore,  con-
             taminant concentrations may approach those of
             leachate.           ....    - - • -

         3.  Groundwater quality data indicate compounds which
             are likely to migrate.
                               6-26

-------
         4.  The compounds present include  toxic and hazardous
             pollutants as well as other organics.  Thus,  treat-
             ability results reflect the effects of the  non-tox-
             ic, non-hazardous organics in  the matrix.

         5.  Numerous technologies are being screened  in  the
             laboratory using actual wastewater.

         6.  The site is subject to on-going remedial  action
             work so that further information is likely  to be-
             come available.

     Table 6-2 presents a summary of raw groundwater compositi~n
data as represented by composite samples from two wells  in the
contaminant plume which are being used in the treatability
studies.  Groundwater samples from other wells in the  problem
area differ widely in composition from those presented here.

        TABLE 6-2 OTT/STORY GROUNDWATER CHARACTERIZATION
             Parameter

    PH
    COD
    TOC
    NH -N
    Organic N
    Chloride
    Conductivity
    TDS

    Volatile Organics:

    Vinyl chloride*
    Methylene chloride*
    1,1-Dichloroethylene*
    1,1-Dichloroethane*
    1,2-Dichloroethane*
    Benzene*
    1,1,2-Trichloroethane*
    1,1,2,2-Tetrachloroethane*
    Toluene*
    Ethyl benzene*
    Chlorobenzene*
    Trichlorofluoromethane*
    Chloroform
    Trichloroethylene
    Tetrachloroethylene
Composition Range**

  10-12
  5400 mg/1
  600 - 1500 mg/1
  64 mg/1
  110 mg/1
  3800 mg/1
  18,060  mhos/cm
  12,000 mg/1
  140 - 32,500
  <5 - 6570
  60 - 19,850
  <5 - 14,280
  0.350 - 111 mg/1
  6 - 7800
     - 790
     - 1590
     -5850
     - 470
     - 140
     - 18
<5
<5
<5
<5
<5
<5
1400
40
110
                                                 (continued)
                              6-27

-------
                      TABLE 6-2 (continued)
             Parameter

    Acid Extractable Organics:

    o-Chlorophenol*
    Phenol*
    o-sec-Butylphenol***
    p-Isobutylanisol*** or
    p-Acetonylanisol***
    p-sec-Butylphenol***
    p-2-oxo-n-Butylphenol
    m-AcetonyIanisol***
    Isopropylphenol***
    1-Ethylpropylphenol
    Dimethylphenol*
    Benzoic acid
    Methylphenol
    Methylethylphenol
    MethyIprophylphenol
    3, 4-D-Methylphenol

    Base Extractable Organics:

    Dichlorobenzene*
    Dimethylaniline
    m-Ethylaniline
    I,2,4-Trichlorobenzene*
    Naphthalene*
    Methylnapthalene
    Camphor
    Chloroaniline
    Benzylamine or o-Toluidine
    Phenanthrene* or
    Anthracene*
    Methylaniline
Composition Range
  <3 - 20
  <3 - 33
  <3 - 83

  <3 - 86
  <3 - 48
  <3 - 1357
  <3 - 1546
  <3 - 8
  <3
  <3
 <3 - 12,311
  40
  20
  210
  160
      - 172
      - 17,000
      - 7640
      - 28
      - 66
      - 290
      - 7571
      - 86
      - 471

      - 670
                                                       **
  310
      * - A priority pollutant
     ** - All concentrations in ug/1 except as noted
    *** - Structure not validated by actual compound
     Because the contamination problem is solely organic  in  na-
ture, the following-processes individually and  in combination
have been selected for screening:
     •  biological treatment - activated
        ter, anaerobic filter;
   sludge, trickling fil-
                               6-28

-------
     •  chemical precipitation;

     •  granular and powdered activated carbon adsorption;
        resin adsorption;

     •  air and steam stripping; and

     •  ozonation.

Results of completed studies are summarized below:

         1.  Chemical coagulation of raw groundwater does not
             achieve significant removal of organics as measured
             by TOC reduction.  It also does not appear to be
             necessary in order to maintain flow through down-
             flow packed bed granular activated carbon (GAG)
             columns.

         2.  An aerobic biomass could not be acclimated to treat
             raw groundwater.  Biological treatment provided
             about 60% TOC reduction; however, stripping due to
             aeration appeared to account for about two-thirds
             of what was accomplished in the biological treat-
             ment process.                                    .  .

         3.  Addition of trace elements and nutrients did not
             aid acclimation to raw groundwater.

         4.  Addition of powdered activated carbon to the aera-
             tio~ chamber it concentrations of about 10,000 mg/1
             neitner aided acclimation to raw groundwater nor
             improved TOC removal or mixed liquor appearance.

         5.  Batch adsorption studies for four different carbons
             and three resins indicated that no sorbent was able
             to reduce residual TOC to less than 230 mg/1.

         6.  Granular activated carbon (GAC) employed in contin-
             uous flow small columns was not capable of sustain-
             ing high levels of TOC removal.  TOC removal de-
             clined to <50% after processing <5 bed volumes
             (BV).  Within 100-160 BV TOC removal declined to
             10% to 15% and remained at this level for up to 200
             BV.

         7.  GAC adsorption was 'capable" of sustaining high lev-
             els of organic priority pollutant removals even
             when TOC removal had declined to 35% and effluent
             TOC levels were approximately 600 mg/1.  In both
             batch and continuous flow adsorption studies, some
             volatile priority pollutants were detected in the
                             6-29

-------
             effluent.  None of the acid or base-neutral ex-
             tractable organic priority pollutants detected in
             the raw groundwater were found in GAG effluent
             after processing up to 71 3V of groundwater.

         8.  Continuous flow, small column, resin adsorption
             studies demonstrated TOC breakthrough characteris-
             tics similar to those for GAC adsorption.  However,
             TOC breakthrough occurred more rapidly with resin
             than with carbon.

         9.  GAC pretreatment of raw groundwater enabled devel-
             opment of a culture of aerobic organisms capable of
             further treating GAC effluent.  In excess of 95%
             TOC removal was achieved by this process during the
             period which GAC removal of TOC exceeded 30%.  Af-
             ter this initial period, process train performance
             declined as GAC performance declined.

        10.  Several organic priority pollutants were detected
             in off-gas from activated sludge reactors; these
             included methylene chloride, 1,2-dichloroethane,
             benzene, tetrachloroethylene, and toluene.  No or-
             ganic priority pollutants were detected in an acti-
             vated sludge biomass sample.

        11.  Anaerobic treatment (upflow anaerobic filter, UAF)
             of GAC pretreated groundwater was possible.  UAF
             performance appeared to decline as GAC performance
             declined.  Overall the GAC/CJAF process train per-
             formed more poorly than the GAC/activated sludge
             process train.

Based upon these results, one can make several observations:

          1.  The removal of priority pollutants by the granular
              activated carbon and the air stripping unit proc-
              esses generally corresponds with other published
              information including that contained in Appendix E,

          2.  A considerable fraction of the TOC is made up of
              non-priority organic compounds.  This fraction of
              the TOC is more difficult to remove than the prior-
              ity pollutants.

          3.  The need for removal of the TOC attributed to the
              non-priority pollutants; needs to be closely
              assessed.  A limited number of static bioassay
              tests with Daphnia Magna or carbon treated ground-
              water suggest significant residual toxicity;  i
                              6-30

-------
              whether this is attributacle to the compounds pres-
              ent or to low dissolved oxygen levels needs to be
              determined.

     Results of the treatability studies to date suggest that
process train consisting of granular activated carbon followed by
aerobic biological treatment is the most feasible approach to
treatment of this groundwater.

     This process train which, in general, is applicable to high
TOC wastewaters in situations where waste stream components may
be "toxic" to biological cultures is illustrated in Figure 6-3.

The rationale is to utilize the activated carbon to protect the
biological system from toxicity problems.  Therefore, the carbon
could be allowed to "leak" relatively high concentrations of TOC
(organics) rather than be operated to achieve maximum reduction
of organic compounds.  Allowable leakage would be based upon
determination of the point at which the carbon treated effluent
becomes toxic to the subsequent biological process.  Thus, the
selection of the allowable TOC or organics leakage  (i.e., break-
through) from the carbon contactors is crucial to the perfor-
mance and cost effectiveness of this process train.  Higher or-
ganic loads handled by the biological system result in greater
service life of the granular carbon and consequently, lower
costs related to the carbon treatment phase.

     The flowsheet depicted in Figure 6-3 includes  a chemical
coagulation step (including settling and filtration).  Although
not necessary in the groundwater treatment situation discussed
above, these processes could be used in situations  where soluble
inorganics removal or particulate removal to minimize head
losses and frequent backwashing in carbon contact columns may be
necessary.

     Several disadvantages may be associated with the treatment
system given in Figure 6-3 as illustrated by the above ground-
water treatment case:

      1.  Substantial carbon utilization rates to maintain ef-
          fluent TOC levels below 100 mg/1; and

      2.  Stripping of volatile compounds in activated sludge
          off-gases.

Other factors which must be considered in evaluating  this
approach include carbon regeneration feasibility and  sludge  dis-
posal alternatives.

6.6.1.3  Other Possibilities—
     Several other potentially effective process trains  for
treatment of leachates containing primarily organic contaminants

                              6-31

-------
                                                          TJ
                                                          Lj
                                                         cn
                                                         0)
                                                         o
                                                         o
                                                         LI
                                                         a
                                                        o
                                                        •H
                                                        cn
                                                        O
                                                        <-4
                                                        O
                                                       •H
                                                       A
                                                       \
                                                        a
                                                        o
                                                       •H
                                                       •U
                                                       CU
                                                       LI
                                                       O
                                                       03

                                                       C
                                                       0
                                                      A
                                                       L)
                                                       
-------
have been postulated elsewhere (9).  One of these, believed to
have high potential, is depicted in Figure 6-4 which  illustrates
a sequence of biological treatment followed by granular carbon
sorption.  This process train is applicable to treatment of
wastewaters high in TOG, low in toxic (to a biomass)  organics,
and containing refractory organics.  Chemical coagulation and pH
adjustment areprovided for heavy metals removal and  protection
of the subsequent biological system.  This may not be necessary
if heavy metal concentrations are below toxicity thresholds and
if the moderate removal efficiencies typical of activated sludge
are sufficient.  Biological treatment such as activated sludge,
or anaerobic filters is included to reduce BOD as well as biode-
gradable toxic organics.  This reduces the organic load to sub-
sequent sorption processes.  To prevent rapid head losses caused
by accumulation of solids in the sorption columns, clarification
and multi-media filtration are provided.  The intent  is to re-
duce suspended solids to 25-50 mg/1.  Granular carbon adsorption
is included to remove refractory organic residuals and toxic
organics.  Activated carbon rather than polymeric or  carbon-
aceous resins has been suggested because more full scale experi-
ence exists and performance as well as design and operating cri-
teria have been reported.  This process train is expected to  be
highly effective and relatively economical when compared to
other alternatives.  Its success, however, is dependent on bio-
logical system performance.  Moreover, the presence of high con-
centrations of volatile organic constituents may create a poten-
tial air contamination problem.  Three by-product wastes are
produced:  chemical sludge, biological sludge, and spent carbon.
Spent carbon can be regenerated but the sludge must be disposed.

6.6.2  Leachate Containing Inorganic Contaminants

     Disposal sites or segregated portions of sites handling
solely inorganic hazardous wastes, e.g., wastes from  the metals
plating and finishing industry, are likely to generate leachates
of predominantly inorganic nature.  The most probable approach
to treatment of this type of leachate would be chemical precip-
itation followed by sedimentation and possibly filtration, as
well.  However, it may be necessary to modify/supplement this
approach if any of the following conditions pertain:

      1.  hexavalent chromium present - addition of chemical
          reduction process,

      2.  cyanide present - addition o-f alkalin* chlorination or
          ozonation,

      3.  total dissolved solids control required - addition  of
          ion exchange if TDS level is less than about  5,000
          mg/1 or reverse osmosis  if TDS level is about 5,000 to
          50,000 mg/1, or
                               6-33

-------
                                                             CO
                                                             w
                                                             ~t
                                                             a

                                                             c
                                                            0
                                                           •H
                                                           4J
                                                           a
                                                           VH
                                                           0
                                                           CA


                                                           O
                                                           13
                                                           U
                                                           (0
                                                           o

                                                          ^
                                                           19
                                                           o
                                                          •H
                                                           01
                                                          o
                                                         U-l
                                                         o
                                                         4J
                                                         (TJ

                                                         
-------
       4.   ammonia  present -  addition of  air stripping  or ion
           exchange.

     Several  examples  of  leachates  containing only inorganic con-
'taminants  are  discussed  subsequently to  illustrate process
 trains responsive  to  the above  conditions.   Cases discussed ara
 as  follows:

       1.   heavy  metals only  (Figure 6-5);

       2.   heavy  metals including hexavalent chromium (Figure 6-
           6);

       3.   heavy  metals including hexavalent chromium and cyanide
           (Figure  6-7) ;  and

       4.   heavy  metals,  ammonia, and TDS control  (Figure 6-8).

      Figure  6-5  illustrates  a process train for treating leach-
 ates containing  several  heavy metals. The  treatment system in-
 cludes chemical  precipitation using lime or ferric chloride.
 Depending  upon the metals present,  the pH should  be adjusted to
 8.0  - 9.5.   Flocculation could  be  aided  by  polymer addition for
 more efficient precipitate removal  in the subsequent sedimenta-
 tion step.   Polishing with granular media filtration also could
 be  provided  for  better solids removal.

      Figure  6-6  is a  treatment  process schematic  for leachate
 containing heavy metals  including  hexavalent chromium.  The
 first step in  the  process is chemical reduction at an  acidic pH
 (pH  reduced  to 3.0 or less with sulfuric acid)  to reduce hexa-
 valent chromium  to the trivalent state.   Sulfur dioxide is used
 as  the reducing  agent; although sodium bisulfite  or metabi-
 sulfite can  be used.  Following reduction,  the  pH is raised to
 pH  8.0 to  9.5  using  lime or  sodium  hydroxide.   This results in
 the  precipitation  of  trivalent  chromium  as  well as other metals.
 The  remainder  of the  process train  is as shown  in Figure 6-5.

      Figure  6-7  is a  process schematic illustrating the treat-
 ment 'of a  hazardous waste leachate  containing  cyanide  and heavy
 metals including hexavalent  chromium. Alkaline chlorination
 (with NaOCL  or C12 gas)  at pH 9.0  to 10.5 for cyanide  oxidation
 is provided  first. Complete cyanide oxidation  requires close pH
 control and  an excess of chlorine.   Reaction time and  chlorine
 requirements depend greatly  on  operating pH.  Ozone oxidation is
 a potential  alternative  to alkaline chlorination  particularly
 for  leachates  containing organic compounds  which  might be con-
 verted to  chlorinated forms.

      Chemical  reduction  of hexavalent chromium  to the  trivalent
 state is accomplished next.  For this step  pH must be  decreased
 to  less than pH  3  using  sulfuric acid.  Sulfur  dioxide is added

                              6-35

-------
   I















X
o
«
2
_ T*
O
o
u.
O* 10
1 »
* 9
O CO
*•
^ C
V §
a c
K
« «•
a a
o 3,
S "°
§ «
•5 i
0 a
* < § i i- - > _
< ^ •
z C -
< **•
oc
0

g
L
r~ *
1
1

1
® 1
a
•^ -D
< \ 3 1
5 1— i> i
01 1 ^ I
5 ^x1
~« ^^^ i
a ^
ai
03

«^
m «
IB JJ{
s|
~o a

V
<
1

1

2 51
H al

« 	 >V 3 «'
O *
X ^31
/^


z
g

^
-j <
< K
O —
S Q. X
2 5 V
UU iM <7
S =
0 Q. A
'~ 	 ^1
O
u |
u. '

f

I
i

1
i
1
i
i







•
CO
—1
rtj
4J
i

CP
c
•H
c
•H
tj
4J
C
o
0
(U
4J
(0
£
CJ
1C
(11
V
(H
U
o
*±4
c
•H
(0
M
4J
Process

O
CO
CO
                                in
                                 i
 3
 a>
•H
Ct4
6-36

-------
     c
     «
     3
§
                             y

































0*
CO
i4
i
L






•* S ^ r J_ _
a: »- c r ^
!S *• Q I ,
2 a ~ ' 	 > 	
I§*L*-J "I
Z ~ •w
< It
(r
o z
g
zr
'\
1

1
o
a» I
£ x. -o
^ \ 3 i
0 £ ] 	 » 1
* a, > ,
C ^ J 1
0 •£ ^X*
»• Q
9- "J
C CO
w
O
>
"?» 1
1
Z
2 '
^
< i

a N> 3 »
i a -* '
	 » H •=«
_. 0 a>J



«•
C
_ «
S|
* 2 ^ r-
7 3 X
5 N»
,* « Jr
S i
£ £ A
I
^



o~>
CO M

2^
«
^
o
a
0)
k o «
-j Jr
u. -^
Ol
«'
Z ^
ug S '
••• L^ •
.^ r^ /^ i
a2 1
5| 2 '
I w T 1
« Ul «
° a? »3
a. 1
I
_j Z
< O ^ 1
MM ^^ ^^ ^^^ I
o p «
2 0 ^i I
Js 1 1 .
i
i





c
0)
F-H
TJ
>

c
•H
c
•1-1
ITJ
JJ
c
o
y

0)
-u
TJ
J3
y
(0

-------
<
5
                    
                                                         O (0
                                                         0 X
                                                         M 
-------
as the reducing agent.  Care must be taken  to assure complete
cyanide removal prior to this process because acid conditions
permit generation of toxic hydrogen cyanide gas.  Following  re-
duction, pH is raised to pH 8.0 to 9.5 for  precipitation of
trivalent chromium and other metals.  The remainder of  the proc-
ess train is as shown in Figure 6-5.

     Several alternatives for treating leachates containing  met-
als and ammonia and also requiring TDS control are illustrated
in Figure 6-8.  The first phase of the process train addresses
removal of heavy metals using chemical precipitation as depicted
in Figure 6-5.

     Two alternatives for subsequent ammonia removal then are
presented.  Alternative 1 involves selective ion exchange using
clinoptilolite, (a natural zeolite).  For removing ammonia con-
centrated in the regenerant stream, air stripping can be used
and the lime slurry regenerant can be reused.  Alternative 2
uses an air stripping tower operated under  alkaline conditions;
pH adjustment  can be accomplished using sodium hydroxide or
lime.  Use of  the latter, however, can generate large volumes of
sludge.

     The last  phase of the process train  in Figure 6-8  provides
for TDS control using either ion exchange or reverse osmosis.
Ion exchange resins would include cationic  and anionic  species;
whether strong-acid or base, or weak-acid or base are used de-
pends on the ions to be exchanged.

     Each of the treatment systems discussed above produces
chemical sludges which may have to be handled as hazardous
wastes.  Disposal of these residues is discussed in Section  5.4.
The primary disposal alternative is to landfill, preferably
without dewatering or stabilization.  However, site specifics
and subsequent resolubilization concerns will influence this
decision.

     The foregoing cases and example process trains do  not en-
compass every  conceivable leachate treatment situation  involving
hazardous waste leachates containing only inorganic contami-
nants.  However, the examples are applicable to a broad range of
leachate concerns and are illustrative of the approach  to  formu-
lation of conceptual process flowsheets.

6.6.3  Leachate Containing Organic and Inorganic Pollutants

     Hazardous waste leachate is expected frequently  to be more
complex than the previous cases and may contain both  inorganic
and organic contaminants.  Treatment of this leachate will
involve some combination of the treatment processes discussed  in
Sections 6.6.1 and 6.6.2.  Because possible leachate  composition
variations are numerous, it is not feasible to  illustrate  the

                               6-3S

-------
                                    r
d
IT
                                    I
                                                           to
                                                           •H

                                                           O
                                                           (TJ
                                                           C
                                                           fl

                                                           CD
                                                          l-l
                                                           IT3
                                                          •U
                                                          C
                                                         •H
                                                          C
                                                         4J
                                                          C
                                                          0
                                                          O
                                                         -W PH
                                                         «J 0
                                                         £ u
                                                         O 4J
                                                         no c
                                                         0) O
                                                         -* O
                                                         o a
                                                         03 -H
                                                         U  W
                                                        -U -H
                                                            3
                                                         CO  CT
                                                         (A  0)
                                                         1)  Ui
                                                         O
                                                        O T3
                                                        U  C
                                                        a, 
-------
myriad of potential treatment process trains.   Instead, an over-
view of important considerations is presented based upon  infor-
mation provided throughout this manual.

     In general, when both inorganic and organic contaminants
are present, the inorganics generally should be removed first to
minimize effects on subsequent processes.  Examples of such
effects include metal toxicity to biological processes and cor-
rosion, scaling, and inerts accumulation during carbon regenera-
tion.  Information on metals toxicity to biological processes is
included in Appendix E and in a report by Pajak, e t al. (10).

     The processes most suitable for inorganics removal are dis-
cussed in Section 6.6.2 and are illustrated in  Figures 6-5, 6-6,
6-7, and 6-8.  These processes include chemical precipitation,
chemical oxidation and reduction, neutralization, filtration,
and sedimentation.  In addition to providing inorganics removal,
chemical precipitation and oxidation processes  also could effect
some pretreatment of organic compounds.  This is especially true
for chemical oxidation with ozone or hydrogen peroxide and is a
factor which must be considered when chemical dosage require-
ments are determined.  Handling of residues generated by  these
processes is discussed in Sections 5.4 and 6.6.2.

     The two leading processes for treating organics are  biolog-
ical treatment and activated carbon adsorption.  Whether  these
processes should be used separately or in combination depends
upon leachate characteristics.  If the organics consist solely
of biodegradable compounds, then biological treatment alone
would suffice; although a subsequent solids removal polishing
step could be necessary in some situations.

     A leachate containing degradable organics  only is not
expected to occur frequently; consequently, the two processes
most frequently will be used in series.  They may be arranged
with the biological process preceding granular  activated  carbon
(GAC) to remove degradable organics and  reduce  the organic load
to the GAC process which then is used for refractory organics
removal and polishing.  To avoid GAC column plugging a sedimen-
tation or filtration step should be located between the biolog-
ical process and GAC.  This treatment sequence  could be applied
when organics content is high and refractory but not when toxic
organics are present.

     A second arrangement would be to have GAC  preceding  biolog-
ical treatment.  This sequence would be  used when toxic organics
would interfere with the biological process.  The GAC could be
operated to leak the maximum concentration of organics that the
biological system could tolerate and still meet performance
requirements.  This results in a longer  sorption cycle for the
carbon.
                               6-41

-------
     Approaches to treatment of the organic component of leach-
ates have been discussed in Section 6.6.1 and process train
schematics given in Figures 6-2, 6-3, and 6-4.  One additional
process train which merits consideration is shown schematically
in Figure 6-9.  This biophysical treatment approach combines
simultaneous biological (activated sludge) and powdered acti-
vated carbon treatments in the biological process reactor.  This
approach is simpler than the previously described sequential
carbon-biological treatments and has the potential of achieving
comparable effluent quality.  Potential advantages include the
use of less costly carbon (powdered vs. granular) and minimiza-
tion of physical facilities required.  Spent carbon-biological
sludge can be regenerated or dewatered and disposed directly.
However, if the latter approach is considered, it is necessary
to include cost for disposal of toxics-laden carbon when making
economic comparisons.

     Most of the considerations necessary for development of a
process train for treatment of leachates containing both organic
and inorganic contaminants have been previously discussed in
Sections 6.6.2 and 6.6.3.  The components discussed in  these
previous sections must be assembled in a manner so as to opti-
mize the treatment process train for the leachate at hand.
Probably the most important aspect is proper sequencing of unit
processes to achieve an optimum result for a given situation.
Careful attention should be paid to proper interfacing  of com-
ponents discussed in Sections 6.6.2 and 6.6.3 (e.g., pH control
may be necessary from one treatment component to the next).
With these cautions in mind, the reader is referred to  these
earlier sections to derive a basis for formulating conceptual
process trains for mixed (organic and inorganic) component
leachates.

6.7. REFERENCES

 1.  U. S. Environmental Protection Agency.  Water Quality
     Criteria Documents Availability.  Federal Register,45
     (231): 79318-79379.  U. S. Government Printing Office,
     Washington, D.C. November 28, 1980.

 2.  U. S. Environmental Protection Agency.  Proposed Ground
     Water Protection Strategy.  U. S. Environmental Protection
     Agency, Washington, D.C. November 18, 1980.

 3.  McDougall, W. J., S. D. CifrulaX," R. A. Fusco, and R. P.
     O'Brien.  Treatment of Chemical Leachate at  the Love Canal
     Landfill Site.  In: Proceedings of the Twelfth Mid-Atlantic
     Industrial Waste Conference, Bucknell University,  Lewis-
     burg, Pennsylvania, 1980.  pp 69-75.
                               6-42

-------
 4.  McDougall, W. J., R. A. Fusco, and R. ?. O'Brien.  Con-
     tainment and Treatment of the Love Canal Landfill Leachate.
     Journal of the Water Pollution Control Federation, 52(12):
     2914-2924, 1980.

 5.  Barth, E. F. and J. M. Cohen.  Evaluation of Treatability
     of Industrial Landfill Leachate. Unpublished Report. U. S.
     Environmental Protection Agency, Cincinnati, Ohio.  Novem-
     ber 30, 1978.

 6.  Pajak, A. P., A. J. Shuckrow, J. W. Osheka, and S. C.
     James.  Concentration of Hazardous Constituents of Contami-
     nated Groundwater.  Proceedings of the Twelfth Mid-Atlantic
     Industrial Waste Conference, Bucknell University, Lewis-
     burg, Pennsylvania. July, 1980. pp 82-87'.

 7.  Shuckrow, A. J., A. P. Pajak, and J. W. Osheka.  Concen-
     tration Technologies for Hazardous Aqueous Waste Treatment.
     EPA-600/2-81-019, CJ. S. Environmental Protection Agency,
     Cincinnati, Ohio.  February, 1981.

 8.  Pajak, A. P., A. J. Shuckrow, J. W. Osheka, and S. C.
     James. Assessment of Technologies for Contaminated Ground-
     water Treatment.  Proceedings of the Industrial Waste
     Symposia/ 53rd. Annual WPCF Conference, Las Vegas, Nevada.
     September, 1980.

 9.  Shuckrow, A. J., A. P. Pajak, J.W. Osheka, and S. C. James.
     Bench Scale Assessment of Technologies for Contaminated
     Groundwater Treatment.  Proceedings of National Conference
     on Management of Uncontrolled Hazardous Waste Sites,
     Washington, D.C. October, 1980.  pp 184-191.

10.  Pajak, A. P., E. J. Martin, G. A. Brinsko, and F. J. Erny.
     Effect of Hazardous Material Spills on Biological Treatment
     Process.   EPA-600/2-77-239, U. S. Environmental Protection
     Agency, Cincinnati, Ohio, 1977.  202 pp.
                               6-44

-------
«  2
CB Ja
$
o
a
waste sludge
                                                        z

                                                r^ "i H 1
                                                                                  en
                                                                                  OJ
                                                                                  u
                                                                                  o
                                                                                  u
                                                                                  a
                                                                                  (TJ
                                                                                  o
                                                                                  •*4
                                                                                  W
                                                                                  a
                                                                                  o
                                                                                  o

                                                                                  o
                                                                                  0)
                                               l	I
                                                                                  3
                                                                                  cn
                                       6-43

-------
     7)  Establish leachate treatment process operating ranges,

     8)  Monitor leachate treatment process effectiveness,

     9)  Monitor leachate containment effectiveness,

    10)  Assure safety in leachate handling and processing
         operations, and

    11)  Determine conformance to or accuracy of a leachate
         forecasting procedure.

The above items are not of equal concern in the current context.
Moreover, some encompass aspects of disposal site management
which are broader than leachate management alone.  The relative
importance and potential usefulness of these objectives from a
leachate management viewpoint are discussed subsequently  in this
section.

     Monitoring can be carried out at several locations in the   "»
leachate management system:

     1)  Wastes received for disposal,

     2)  In-situ monitoring for off-gas generation and leachate
         formation,

     3)  Collected leachate,

     4)  Leachate treatment system,

     5)  Treatment system effluent and residues, and

     6)  Areas of potential safety hazards.

Reasons for monitoring at the locations noted above, and  the
types of information needed are described later in this section.

     Monitoring data are expected to be used for a variety of
purposes.  Data obtained on incoming wastes will permit hazard-
ous waste disposal site operators to decide whether or not to
accept the wastes.  It also will provide an inventory of  mate-
rials.  Given such an inventory, the site operator can have a
basis for predicting the range..of.compounds likely to be  en-
countered in resultant leachate.  Concentrations of certain con-
taminants in the leachate might be able to be estimated based
upon the amount and type of materials disposed.  This aspect is
important at new sites prior to the time of leachate generation.
Moreover, such information can provide a basis for initial
selection of parameters to be measured in subsequent leachate
characterization efforts.
                               7-2

-------
                            SECTION 7

                           MONITORING
7.1  GENERAL DISCUSSION

     This section is intended to point out considerations which
are important in the design of a monitoring program to support
hazardous waste leachate management efforts.  It is not intended
to be a rigorous exposition of how monitoring should be accom-
plished nor does it 'address aspects of monitoring which are not
directly related to leachate management.  Numerous analytical
standards and texts which detail many of the specific aspects
are available to guide development procedures.  Moreover, the
user should recognize that leachate monitoring, as discussed
herein, probably will be carried out as one element in an over-
all disposal site monitoring program which will encompass addi-
tional considerations and objectives.

     Leachate monitoring is needed to characterize aqueous
wastes which result from disposal of hazardous materials at per-
mitted sites, to develop data necessary for design and operation
of leachate treatment facilities, to evaluate the effectiveness
of leachate treatment systems, to assure compliance with dis-
charge permits, and to assure personnel safety in leachate
handling and treatment operations.

     A leachate monitoring program in the broadest sense could
encompass the following objectives:

     1)  Define materials placed within the disposal  site,

     2).  Determine the types of compounds in  the leachate and
       .  their concentration ranges,

     3)  Determine the variation of concentrations as a  function
         of time,

     4)  Determine the factors which influence movement  and
         concentrations,

     5)  Determine the rate and direction of  migration,

     6)  Establish leachate treatment process  alternatives,


                               7-1

-------
     4)  nutrients such as nitrogen, phosphorus, and carbon;

     5)  toxic organic and inorganic substances;

     6)  refractory materials;

     7)  oil, grease, and immiscible liquids;

     8)  acids and alkalis;

     9)  substances resulting in atmospheric odors;

    10)  suspended solids; and

    11)  dissolved solids.

     Monitoring for purposes of leachate characterization should
be sufficient to provide data adequate to facilitate decisions
on the best approaches to leachate treatment/disposal.  Re-
quirements for monitoring of effluents from treatment operations
prior to discharge must be rigorous enough to permit assessment
of the quality of the discharge so as to assure a minimum of
environmental degradation and compliance with governmental  reg-
ulations.

     The selection of parameters for other monitoring objectives
need only be rigorous enough to assure that effluent quality can
be maintained within discharge permit specifications.   It is in
this latter area that the opportunity exists to use relatively
inexpensive analyses, and indicator and surrogate parameters to
obtain quick and accurate information which can be used to  con-
trol treatment processes and disposal site operations.  For ex-
ample, TOC (total organic carbon) provides a rapid, relatively
inexpensive measure of gross organic content of an aqueous
stream.  Such a measurement may be sufficient for many purposes
as opposed to more expensive organic compound identification
measures.

     Parameters which should be considered for inclusion in haz-
ardous waste leachate monitoring program are as follows:

               1.  temperature;

               2.  electrical conductivity;

               3..  turbidity;

               4.  settleable solids;

               5.  suspended solids;

               6.  total dissolved solids;

                               7-4

-------
     In-situ monitoring data can be used to determine how the
leachate is formed and how it moves through the disposal site.
Furthermore, it may be possible to use in-sJLtu data to char-
acterize the types and concentrations of compounds in the
leachate collection system.  Monitoring collected leachate is
one of the most important aspects of leachate monitoring.  The
information gained provides a baseline for treatment system in-
fluent characterization; thus facilitating decisions regarding
treatability (or necessary treatability studies) and optimum
treatment/disposal operating ranges.

     Other important monitoring data obtained will be that from
treatment process operations.  Such data are necessary to assure
proper functioning of treatment system components, to establish
treatment system effectiveness, and to assure compliance with
discharge permit requirements.

     Manual users are reminded that the discussion of monitoring
herein emphasizes leachate.  While other aspects are important
in overall disposal site management, e.g. monitoring of the
surrounding environs, other technical resource documents are
expected to deal with these topics in greater detail.

7.2  MONITORING PROGRAM DESIGN

     To a large extent, design of a leachate monitoring program
will be highly site specific.  However, there are certain gen-
eral elements which will be common to all monitoring programs.
The following discussion addresses these general considerations.
Although it is recognized that monitoring of some gaseous and
solid materials may be involved in the program, the primary
focus herein is on liquid streams.

7.2.1  Parameters To Be Measured

     Selection of parameters to be measured is  the initial step
in development of a monitoring program.  Analytical costs can be
significant.  Therefore, a major objective should be to minimize
the number and types of analysis performed while still gener-
ating data sufficient to satisfy the objectives of the moni-
toring program.

     Substances of potential concern in hazardous waste  leachate
include:

     1)  soluble, oxygen demanding organics;

     2)  soluble substances  that cause tastes and odors  in water
         supplies;

     j3)  color and turbidity;


                               7-3

-------
7.2.2  Analytical Considerations

     Good analytical procedures are vital to an effective raon-
itaring program.  Basic references for wastewater analytical
procedures are contained in the EPA Methods for Analysis of
Water and Wastes (3), Standard Methods (4), ASTM Standards (5),
the EPA Handbook for Analytical Quality Control (6) and other
EPA guidance documents (7, 8, 9).  The reader is referred to
these basic reference works for details since a thorough dis-
cussion of analytical procedures is beyond the scope of this
document.

     Often, there is a choice among several standard methods for
measurement of a particular parameter.  Among the factors to be
considered in selection of an analytical method are:

     •  sensitivity, precision and accuracy required;

     •  interferences;

     •  number of samples to be analyzed;

     •  quantity of sample available;

     •  other determinations to be made on the sample;

     •  analytical turn-around time; and

     •  analytical costs.

Since leachate is a complex system of variable composition,
there is high potential for numerous interferences  in many of
the chemical and biological determinations.  This aspect should
be given particular attention when selecting an analytical
method.

7.2.3  Sampling

     Proper sampling is critical to any monitoring  program since
the validity of analytical results relies upon the  validity of
the samples analyzed.  In order to assure valid samples, atten-
tion must be paid to obtaining samples which are truly repre-
sentative of the waste stream.  Moreover, proper sampling tech-
niques must be employed.   Finally, the integrity of the sample
must be maintained from the time' of sampling to the time of
testing.  This time interval should be kept to a minimum; even
then certain types of samples must be preserved through addition
of chemical agents or refrigeration.

     Methods and equipment used for sampling will vary with the
waste stream and the sampling purpose.  The reader  is referred
to the following sources for sampling protocols:  Samplers and

                               7-6

-------
               7.   volatile solids;

               8.   oils,  greases and immiscible liquids;

               9.   odor;

              10.   pH;

              11.   Oxidation Reduction Potential (ORP);

              12.   acidity;

              13.   alkalinity;

              14.   Biochemical  Oxygen Demand (BOD);

              15.   Chemical Oxygen Demand (COD);

              16.   Total  Organic Carbon (TOO?

              17.   specific organic compounds;

              18.   heavy metals;

              19.   other specific inorganic compounds;

              20.   nitrogen and phosphorus compounds;

              21.   dissolved oxygen;

              22.   volatile organic acids;

              23.   flow;  and

              24.   toxicity.

Selection of a. particular parameter set will be dependent upon
monitoring objectives as well as upon factors specific to a
given site and leachate management program.  Different parameter
sets might be chosen to support leachate characterization ef-
forts than for purposes of treatment process operation or for
effluent discharge monitoring.   As an example,  TOC measurements
may be more reasonable than BOD measurements for hazardous waste
leachate characterization and process control purposes since the
TOC measurement is rapid and the leachate may be toxic to the
organisms necessary to conduct of the BOD test.  On the other
hand, the BOD teat would provide more information on  the biode-
gradability of the leachate.  Thus, parameters must be chosen
judiciously for the specific purpose and situation.
            I               i
            I
     Additional information on monitoring parameters  can be
found in tests and handbooks (1, 2).

                               7-5

-------
tity and location of each hazardous waste placed in the disposal
site.

     Prom a leachate management point of view, this type of data
may be useful in predicting future leachate composition at new
sites.  However, it may be several years before a leachate is
collected.  Therefore records maintenance is important.

     Formalized procedures should be used to file manifests and
analytical results.  It may be useful to keep running inven-
tories according to specific compound types, and total quanti-
ties disposed for each.  In this way, predictions of leachate
generation would be facilitated.

7.3.2  In-aitu Monitoring

     There are a number of questions which can be answered using
in-situ monitoring:  1) what mechanisms are involved in waste
modification as the leachate migrates through the disposal site
and previously disposed materials; 2) at what rate and in which
direction does the leachate move; 3) how do compounds and their
concentrations vary with depth and time; 4) are any off-gases
evolved; and 5) what factors influence movement and concentra-
tions?

     In-situ monitoring could be incorporated within the leach-
ate collection system.  Sampling points should be designed to
provide a representative picture of waste movement and degrada-
tion throughout the site.  If the site is compartmentalized,
then the monitoring should be representative for each cell or
separate disposal area.

     Emrich and Beck (12) have discussed methods used to eval-
uate closure and monitoring plans for a hazardous waste disposal
site.   Some of these methods may be useful in conjunction with
in-situ monitoring.  Suction lysimeters and pan lysimeters were
use3 to" determine moisture movement.  With some modification,
these methods might be adaptable to in-situ monitoring.

7.3.3  Collected Leachate

     The leachate collection system will be a key monitoring
location.  Because leachate composition is expected to vary with
time in terms of types and concentration of compounds, analyses
of collected leachate will serve to define .the unit operations
used for treatment and their operating ranges.  Hence, collected
leachate characterizations are expected to be useful in making
treatability assessments of process alternatives and in defining
specific unit operations and their operating ranges.

     .Collected leachate characterizations also provide a base-
line for evaluating treatment effectiveness.  Coupled with

                               7-3

-------
Sampling Procedures for Hazardous Waste Streams (10) and Test
Methods for the Evaluation of Solid Waste, Physical/Chemical
Methods (11).  Other sources (4,5) also provide useful infor-
mation on sampling.  Ideally, leachate samples should be ana-
lyzed immediately after collection for maximum reliability of
the analytical results.  Leachates are such complex mixtures
that it is difficult to predict precisely the physical, biolog-
ical, and chemical changes that occur in the samples with time.
After sample collection, pH may change significantly in a matter
of minutes,  sulfides and cyanides may be oxidized or evolve as
gases; and hexavalent chromium may slowly be reduced to the
trivalent state.  Certain cations may be partly lost as a result
of adsorption to the walls of sample containers.  Microorganism
growth also may cause changes,  and volatile compounds may be
lost rapidly.

     In many cases, the undesirable changes described above may
be minimized by refrigeration of samples at 4 ° C, or by the
addition of preservatives.  Refrigeration may deter the evolu-
tion of volatile components and acid gases such as hydrogen
sulfide and hydrogen cyanide, but some salts precipitated at the
lower temperature may not redissolve when warmed for analysis,
thus causing error in determining the actual concentrations of
dissolved sample constituents.   Preservatives may retard bio-
chemical changes; other additives may convert some constituents
to stable hydroxides, salts, or compounds.  Compounds may be
converted to other forms (such as the products of nitration,
sulfonation, and oxidation of organic components).  Upon sub-
sequent analyses, the results may not reflect the original
identity of the components.

     Thus, both advantages and disadvantages are associated with
the refrigeration and/or addition of preservatives or  additives
to waste samples.  Various methods of preservation  for specific
tests on selected constituents are given elsewhere  (4,10).  When
more than one specific  test  is to be run on a sample,  it may be
necessary to divide the sample and preserve each subsample by  a
different method.

     Adequate record keeping and use of proper  sample  containers
also are important aspects of a good sampling program.  As a
general rule, a detailed sampling plan should be developed prior
to any sampling operations.

7.3  LEACHATE CHARACTERIZATION

7.3.1  Wastes Received

     RCRA regulations  require an owner/operator  to  obtain  a  de-
tailed chemical and physical analysis of  a  representative  sample
of a waste before placement  into a disposal  site.   Moreover,  the
facility operator is required to maintain a  record  of  the  quan-

                               7-7

-------
offer potential for evaluating residual toxicity subsequent  to
individual treatment operations.  Although such procedures do
not measure specific parameters  ^r surrogates directly,  judg-
ments can be made regarding tre  .nent capabilities by  inference.

     Thus, indicators and surrogate parameters permit  cost-ef-
fective process control.  However, more costly analysis  using
rigorous and sophisticated analytical methods will be  required
periodically for process refinement, and for detailed  assessment
of overall treatment effectiveness.  The rigorous analytical
techniques could include gas chromatography/mass spectrometry
(GC/MS), atomic absorption (AA), x-ray fluorescence  (XRF), or
other refined methods.

     The frequency of the more sophisticated analytical  methods
will be dependent upon the types and concentrations  of compounds
in the leachate, their amenability to removal, mode  of dis-
charge, flow rates, and concentration and flow variability.
Coats also will be an important determinant.  Rigorous analyses
also should be used to monitor any significant changes either in
unit operations employed or for changes in operating procedures.
Once equilibrium operation is achieved, it may be appropriate to
schedule rigorous analysis at regular intervals.

7.4.3  Data Analysis

     Detailed performance records should be maintained for unit
and overall treatment operations.  A thoughtful protocol should
be developed in advance of treatment plant start-up.   Where  nec-
essary, sufficient data should be obtained to define key process
control parameters.  In some cases, statistical correlations
could be used to insure that process interactions are  appro-
priate.  For example, it might be possible to identify TOC
levels which are required for downstream operations  to function
optimally.

7.4.4  Process Optimization

     Because leachate is characterized by expected variability
in flow, types of compounds, and concentrations, process optim-
ization .is envisioned as an ongoing task.  Detailed  analysis
using sophisticated measurement techniques will be used  for  this
purpose.  As mentioned earlier, process refinement is  one of the
principal functions of detailed analyses.  Attempts  should be
made to verify the correlation of surrogate parameters with  de-
tailed actual parameter measurements.  In this way,  process  op-
timization need not wait until detailed analyses are made.

7.4.5  Safety Considerations

     Site operators must be aware that the function  of many
treatment unit operations is to concentrate hazardous  leachate

                               7-10

-------
effluent analyses, this would provide an assessment of removal
efficiencies for individual unit operations as well as the over-
all treatment chain.

7.4  TREATMENT EFFLUENT MONITORING

7.4.1  Sampling Locations

     Sampling and analysis of collected leachate serves as the
measure of leachate treatment plant influent.  Where there are
several monitoring points in the leachate collection system be-
cause of the size of the disposal site, or because of compart-
mentalization, the point closest to the treatment plant should
be used.  In this way, aggregated flow and composition will be
most representative of the influent baseline.

     Previous sections have noted that leachate probably is not
amenable to treatment by a single unit process.  Instead, treat-
ment probably will include several unit operations.  Individual
unit operations should be monitored separately to facilitate
optimized operation.  For example, granular activated carbon
adsorption may be used prior to biological treatment in order to
remove toxic constituents which could impair biological treat-
ment effectiveness.  Hence, it would be necessary to monitor
carbon-treated effluent to prevent biological upset.  Therefore,
monitoring at each major point in the treatment, chain is
strongly suggested.  Moreover, the analytical techniques selec-
ted for such monitoring should have rapid turn-around times to
enable timely process control decisions.

7.4.2  Parameters

     Experience shows that it is infeasible to analyze all pa-
rameters of concern at frequent intervals.  Rigorous analysis of
complex organic and inorganic constituents simply is too costly
to sustain at frequent intervals.  As a result, an attempt
should be made to identify surrogate measurements or indicator
parameters which can be used inexpensively to gage treatment
effectiveness.  For organic constituents, such a surrogate pa-
rameter could be total organic carbon (TOC).  Another less well
developed method could be thin layer chromatography  (TLC).  Sim-
ilarly, for inorganic constituents selected indicator metals
could be analyzed using common spectrophotometrie techniques.

     It is recommended that such surrogates or indicators be
identified using inventory information to predict likely  com-
pounds which are expected to appear in the collected leachate.
Further refinements potentially could be made  in conjunction
with treatability studies if they are anticipated.

     It also may be possible to use biological toxicity tests  to
determine process effectiveness.  Procedures are evolving which

                               7-9

-------
10.   deVera,  E.R.,  B.P.  Simmons, RvD. Stephens, and D.L. Storm.
     Samplers and Sampling Procedures For Hazardous Waste
     Streams.  EPA-600/2-80-018, U.S. Env.ronmental Protection
     Agency,  Cincinnati, Ohio, 1980.

11.   U.S.  Environmental Protection Agency, Office of Solid
     Waste.  Test Methods for the Evaluation of Solid Waste,
     Physical/Chemical Methods.   SW-846.  U.S. Environmental
     Protection Agency,  Washington, DC.
12.   Emrich,  G.H. and W.W. Beck, Jr.  Top-Sealing to Minimize
     Leachate Generation Case Study of the Windham, Connecticut
     Landfill.  In:  Proceedings of U.S. EPA National Conference
     on Management of Uncontrolled Hazardous Waste Sites,
     Washington,  DC,  October 1980.  pp. 135-140.
                               7-12

-------
constituents.  Therefore,  detailed safety considerations are
essential.  Moreover, in-plant monitoring should be provided to
discover the existence or evolution of hazardous materials.   For
example, it is possible that volatile organics will be stripped
from biological treatment systems, or that gassing can occur"
within granular carbon columns.  Hence, in-plant monitoring sys-
tems should be installed,  and employees thoroughly trained for
emergencies.  These plans should be in-place well before initi-
ation of treatment operations.

7.5  REFERENCES

 1.  Sawyer, C.N. and P.L. McCarty.  Chemistry For Sanitary
     Engineers.  McGraw-Hill, Inc. New York, New York, 1967.
     518 pp.

 2.  U.S. Environmental Protection Agency.  Handbook for
     Monitoring Industrial Wastewater.  U.S. Environmental
     Protection Agency, Technology Transfer, Nashville,
     Tennessee, 1973.

 3.  U.S. Environmental Protection Agency.  Methods for Analysis
     of Water and Wastes.   EPA-600/4-79-020, U.S. Environmental
     Protection Agency, Cincinnati, Ohio, 1979.

 4.  American Public Health Association, American Water Works
     Association and Water Pollution Control Federation.
     Standard Methods For the Examination of Water and
     Wastewater, 15th Edition.  Washington, DC.  1193 pp.

 5.  American Society For Testing and Materials.  1980 Annual
     Book Of ASTM Standards, Part 31, Water.  Philadelphia,
     Pennsylvania, 1980.  1401 pp.

 6.  U.S. Environmental Protection Agency.  Handbook  ~or
     Analytical Quality Control In Water and Wastewater
     Laboratories.  U.S. Environmental Protection Agency,
     Technology Transfer,  Cincinnati, Ohio, 1972.

 7.  U.S. Environmental Protection Agency.  Hazardous Waste and
     Consolidated Permit Regulations, Federal Register, Volume
     45, No. 98, May 19, 1980.

 8.  U.S. Environmental Protection Agency,  Effluent Guidelines
     Division.  Sampling and Analysis Procedures For Screening
     of Industrial Effluents For Priority Pollutants.  U.S.
     Environmental"Protection Agency, Washington, DC, March
     1977, revised April 1977.

 9.  Guidelines Establishing Test Procedures For the Analysis  of
     Pollutants:  Proposed Regulations.  Federal Register,
     Volume 44, No. 233, pp. 69464-69575.   December 3, 1979.

                               7-11

-------
                            SECTION 8

                 OTHER IMPORTANT CONSIDERATIONS
9.1   SAFETY

      Hazardous waste leachate management operations will vary
widely in complexity.  Moreover, the compounds and associated
hazards will differ  from site to site.  The following discussion
outlines safety considerations which apply to the general case.
The purpose is to provide guidance -.0 the leachate manager  in
development of a safety program for a particular site.

8.1.1  Degree of Risk

      Safety considerations will vary dependent upon the degree
of risk involved for plant personnel.  Handling of hazardous
materials is inherently dangerous; however, some areas and
functions may constitute a higher degree of risk than others.
For example, sampling in an area where volatile organics may be
evolved is more dangerous than working in a treatment plant
control room.  Similarly, handling residues may be more danger-
ous than handling raw leachate, simply because the hazardous
materials are more concentrated in the residues.

      Therefore, it  is necessary to identify safety procedures
and protective measures commensurate with the risk involved.
Prior to facility start-up, a thoughtful assessment of risks
should be made for each work area and job function.  Because it
would be confusing and burdensome for workers to adjust for each
and every work situation, safety procedures should be devised
for general levels of risk.  A major chemical manufacturer  uses
a classification system to categorize risk levels.  This system
is described by Morton (1).

      Procedures should be established for reviewing and reclas-
sifying degrees of risk based upon plant experience, and infor-
mation secured through the literature.

8.1.2  Restricted Entry

      The entire disposal site area should be fenced and posted.
Entry should be granted only to authorized personnel.  Security
patrols could be used at night to prevent intruders from gaining
access and to check  all work stations at regular intervals.

                               8-1

-------
Arrangements should be made between plant security and local
police and fire departments to provide rapid backup in the event
of emergencies.

      Within the restricted plant area, entry to dangerous areas
should be limited to those personnel directly related to spe-
cific operations.  For example, office workers need not be
granted entry into processing areas.

      Specified clean areas could be provided within the plant
and safeguards taken to insure that the clean areas remain un-
contaminated.  Generally, clean areas will include office and
administrative areas, lunchrooms, lounges, and restrooms for
non-operating personnel.  Access to the clean areas should be
through a changeroom.  Moreover, operating employees should be
encouraged to shower before leaving plant premises.

8.1.3  Safety Rules

      It is important that safety rules be communicated to all
employees, and adherence to these rules be strictly enforced.
Morton (1) has presented a comprehensive list of general plant
safety rules which is directly applicable to hazardous waste
management facilities.

      All employees should be trained in safety with more de-
tailed instruction given to those in processing operations.
Safety meetings at regular intervals are recommended.  These
meetings should be designed for small groups and emphasize spe-
cific operating problems.

      Certain plants which handle hazardous materials have min-
imum age limitations for employees.  In some cases, individuals
younger than 18 years old are not permitted on the site.

         Some plants do not allow employees to work alone in
processing areas.  Backup personnel should be available at all
times for emergency evacuation of work stations.

      Two key rules applied at hazardous waste management facil-
ities are: 1) all employees must remove protective clothing and
wash thoroughly before breaks and lunch, and 2) illness must be
communicated to supervision immediately, even after normal work-
ing hours.                     ......--

8.1.4  Supervision

      Effective supervision is crucial to worker safety.  Super-
visors must be firm! and consistent!  in their enforcement of safe-
ty procedures.  No workers should be without supervision  for
more than two hours.  Management should hold plant supervisors


                               8-2

-------
accountable for plant safety and security.  Furthermore, super-
visors should be well trained for all contingencies.

8.1.5  Inspections

      Designated personnel should conduct safety inspections at
regular intervals.  Formalized checklists should be used, and
fixed procedures should be in place to rectify deficiencies
within 24 hours.  In the event a deficiency poses an  imminent
danger, work functions in the area should be terminated  and the
area cordoned off until the deficiency is corrected.

8.1.6  First Aid and Medical Assistance
      Employees who work in processing areas should have  a base-
line medical examination upon hiring, and should have periodic
examinations at regularly scheduled  intervals.  Workers at pes-
ticide handling facilities often have a cholinesterase baseline
level established in conjunction with their initial examination.

      Selected plant personnel should be trained in first aid
procedures related to the types of risks to which the employees
are exposed.  First aid treatment should be available at  all
times.

      Medical assistance also should be available both on an
emergency basis and for chronic problems.  Medical personnel
should be contacted in advance of problems to be informed about
the types of materials to which employees may be exposed.  More-
over/ they should be given information on the behavior and
nature of materials.  Emergency plans should be worked out in
detail prior to plant startup, if possible.

8.1.7  Protective Equipment

      Processing and laboratory areas should be equipped  with
emergency showers and eyewashers.  These should be tied to an
alarm system so that co-workers can  come to the aid of poten-
tially contaminated workers.  Face-shields, safety shoes, safety
glasses, gloves, aprons, coveralls, hard hats, and shoe covers
should be provided to workers whose  jobs require varying  degrees
of protection.

      Full suit protection should be provided for particularly
hazardous tasks, .and for emergency evacuation operations.  Res-
piratory protective devices usually  are used in conjunction with
situations requiring full suit protection.  There are three
basic types of respiratory protective devices: 1) air-purifying
respirators, 2) supplied-air respirators, and 3) self-contained
breathing apparatus.  The type used  is dependent upon the degree
of hazard involved.
                               8-3

-------
      Acid suits consisting of a rubber coat, rubber pants, acid
gloves, rubber boots up under the pants, and a rubber acid hood
should be available in the event of line breaks or  leaks  under
pressure.  Similarly, such equipment may be used for repair
operations.

      All protective clothing and equipment must remain on-site.
It should be decontaminated before reuse.  Reusable clothing is
more durable and is preferred.  Appropriate washing procedures
should be used to insure complete decontamination.

      Protective equipment should be accessible in  all work
areas where contamination may be encountered so as  to permit
safe exit in an emergency.

8.1.8  Ventilation

      Adequate ventilation of work spaces is required to  prevent
harmful exposure to toxic materials.  Morton (1) stated that ex-
posures are related to threshold limit values (TLV) based upon a
time-weighed concentration for a normal workday.  The TLV is the
level at which workers can be exposed daily without harmful ef-
fect.  Furthermore, a "ceiling" value is established which
should not be exceeded under any circumstances.  Although expo-
sures above the TLV up to the ceiling value are undesirable,
they can be permitted as long as an overall time-weighed  average
(usually for an eight-hour day) is not exceeded.

      Ventilating system design should account for  work areas
where there might be accumulation of volatile organics or haz-
ardous dust.  Air exchange rates will be based upon industrial
hygiene ventilation parameters.

      Monitoring to assure that there is satisfactory ventila-
tion can be performed using a number of sampling instruments.
Weiby and Dickinson (2) described the major factors in specify-
ing instruments for monitoring work areas as instrument speci-
ficity, operational range, accuracy, response time, and special
features.  In a companion article, Herrick (3) discussed  the
following topics: portable instruments, electrolytic cell detec-
tors, flame ionization detectors, catalytic cell detectors, and
signaling alarms.  The reader is encouraged to consult these
references for detailed consideration of" work area  monitoring.

      Because toxic fumes may be evolved in some sample handling
and analytical procedures, hoods should be provided in labora-
tory areas.  In certain cases, air cleaning equipment may be
necessary for air exhausted from the hood.
                               8-4

-------
8.1.9  Housekeeping    , *

      Good housekeeping is an adjunct to any safety program.
For the leachate treatment facility, it is especially important
to keep work areas clean and free from obstructions.  Spills
should be cleaned up immediately, and resultant residues dis-
posed safely.  Exposed areas and walkways should be kept ice-
free to reduce possibilities for falls.

8.2  CONTINGENCY PLANS/EMERGENCY PROVISIONS

      Much of the following discussion is not limited to
leachate management alone but applies to hazardous waste manage-
ment operations in general.  The intent of the discussion 'is to
provide the leachate manager with information sufficient to
enable development of contingency/emergency plans tailored to a
given site operation.  Part VII of the Hazardous Waste and Con-
solidated Permit Regulations also contains useful guidance in-
formation on contingency/emergency plans.

8.2.1  Emergency Situations

8.2.1.1  Natural Disasters—

      Development of contingency plans for natural disasters is
substantially different than for accidents.  Accidents require
action to address an incident which already has occurred, where-
as planning for natural disasters usually is designed to prevent
problems.  Developments in predictive meteorology and hydrology
permit advanced warning of hurricanes, tornadoes, and floods.
However, sometimes the warning period is limited.  On the other
hand/ earthquake planning involves other kinds of considera-
tions.

      The thrust of contingency planning for natural disasters
is to shut down plant operations, prevent escape of contamina-
tion to the environment, and safeguard plant equipment.  Pre-
ventive measures can be designed into the plant.  For example,
berms and dikes can be built to prevent inundation of water  from
flooding.  Moreover, these measures can be designed to mitigate
events based upon historical data,  e.g., 100-year floods.   Sim-
ilarly, structures can be designed to mitigate damage from
earthquakes.  State of California building codes have been de-
vised to guide those who build in high risk areas.

      Plan development should include natural disaster consider-
ations for areas known to be subject to possible problems.   Site
operators should devise procedures for determining when such
risks exist by designating specific responsibilities for com-
munication with the National Weather Service, the U. S. Geolog-
ical Survey, or other agencies having early warning systems.


                               8-5

-------
Furthermore, clear decision responsibility for determining when
to shut down and take protective measures should be in place.

      In the event that preventive measures are unable to handle
the event because of its magnitude, i.e., a tornado "direct hit"
or a flood beyond design criteria, emergency actions similar to
those formulated for accidents should be planned for.

8.2.1.2  Accidents—

      Accidents include fires, explosions, leaks, and spills.
Although bomb threats can be handled by shutdown and subsequent
searches, actual sabotage will have to be dealt with in the same
manner as accidents.

      Because of the dangers inherent in fires and explosions, a
separate subsection of this manual will be devoted to fire pro-
tection.  Spills and leaks will be discussed within the context
of contingency planning.

8.2.2  IPlan Development

8.2.2.1  Organizational Responsibilities—

      The most important aspect of an effective contingency plan
is clear definition of responsibilities for execution.  Plant
management must be fully involved, and it is highly desirable to
have a company officer be responsible for insuring plan execu-
tion.  The chain of command should be specified in advance,
along with delegation of authority and backups where needed.  A
job description for each responsible party should be incorpor-
ated in the plan.

8.2.2.2  Plan Components—

      In addition to in-house contingency plans, it is expected
that hazardous waste disposal sites will be required to file a
Spill Prevention Control and Countermeasure Plan (SPCC) with
their state water pollution control agency.  Components of a
typical plan include:

      • responsible officials names, addresses, telephone num-
        bers 7

      • facility location and site map;

      • potential spill dangers, pathways, remedial measures;

      • past spill frequency;

      • sources of assistance (e.g. emergency  fire, cleanup  con-
        tractors) ;

                               3-6

-------
      • legally required  reporting  requirements  (names,  tele-
        phone numbers);

      • schedule  for installing mitigating devices;

      • materials inventory; and

      • inspection procedures.

Further descriptions of contingency plan components follow.

8.2.2.2.1  Implementation Manual—Because rapid  action and thor-
oughness is essential in  emergencies/ a detailed implementation
manual should be prepared to cover  all expected  contingencies.
However, it must contain  some degree of flexibility because the
unexpected will normally occur.  Steps for response should be
written down and understood by all  who are expected to partic-
ipate.  Not only should all the components of  the plan be
listed,  but also the sequence of actions to be executed.  The
information which follows generally is arranged  in the order of    ""
execution.  Furthermore, once the manual is prepared/ it should
be reviewed and updated at regular  intervals.

8.2.2.2.2  Alarm Systems—The first step in plan execution is a"n
alarm system to indicate that an emergency has occurred.  The
primary purpose of the alarm system is to enable rapid evacu-
ation of affected areas.  A secondary but equally important pur-
pose is to initiate the emergency response plan.

8.2.2.2.3  Communications Network—When an alarm signals an
emergency condition,on-site personnel should  begin response
actions, and all appropriate contacts for assistance made.  The
responsible company official should be notified  first.   It is
suggested that a telephone "tree" be activated so that all en-
tities and agencies be notified as  quickly as  possible.  The
priority of notification will be dependent upon  the nature of
the emergency.  For example, if a fire or explosion is involved,
the local fire department and medical assistance teams should be
called first.  A log of telephone calls made and actions taken
should be maintained.  This log should be signed and witnessed.

      The contact list should be part of the manual and  should
include: plant management and supervision; fire, medical, and
police personnel; local, state, and federal governments; and
surrounding population if evacuation is- envisioned.  Manuals
should specify the person to be called and their telephone num-
bers.  Alternate names and numbers  should be provided in the
event the primary contact cannot be reached.

8.2.2.2.4  Execution Checklist—During the period when plant
management is on the way to the scene, fire and  medical  assis-
tance is enroute, and contacts are  being made, on-scene  person-

                               8-7

-------
nel  should be  executing the contingency plan using a prepared
checklist of actions.  The checklist  is part of  the emergency
implementation manual discussed above.

8.2.2.2.5  Personal  Injury—The first priority of the plan  is  to
attend  to those injured in the incident.  Next in priority  is  to
prevent  further injuries from occurring.  Injured persons should
be removed from contaminated areas and administered first aid
until medical  assistance arrives.

8.2.2.2.6  Information Assistance—There are a number of excel-
lent information sources which can be used to assist in acci-
dents involving hazardous materials.  The Chemical Transporta-
tion Emergency Center (CHEMTREC) can provide help in determining
the nature of  hazards involved, and in providing expert assis-
tance on how to manage the situation. The CHEMTREC emergency
number is (800) 424-9300.  It is operational 24 hours a day.
The National Poison Control Center (telephone (502) 589-8222)  is
available to provide help where there is personnel exposure to
toxic materials.

      EPA operates OHM-TADS (Oil and Hazardous Materials Tech-
nical Assistance Data System) which is a potential source of
useful information on the materials involved'.  A similar system
of the U. S. Coast Guard is CHRIS (Chemical Hazard Response
Information System). It too can provide data on  the materials
involved.  Both of the systems can be accessed in emergencies
through the National Response Center, telephone  (800) 424-8802.

      The National Fire Protection Association handbook en-
titled, "Fire  Protection Guide on Hazardous Materials" is a
valuable resource to have on-site to guide fire protection  ac-
tivities.  "Dangerous Properties of Industrial Materials" by N.
I. Sax (5th ed., 1979, Van Nostrand Reinhold Co.) also is a very
valuable resource.  Long a standard in the field of industrial
hygiene, this  excellent book is extremely useful in dealing with
hazardous materials because it is a single, quick, up-to-date,
concise hazard analysis informative guide to nearly 13,000  com-
mon industrial and laboratory chemicals.

      Most of  the above information resources were devised  for
response to transportation accidents where the compounds in-
volved are not known in advance.  Because the,.hazardous waste
disposal site  will have knowledge of what materials are ac-
cepted, and presumably an inventory of these materials, it
should be possible to utilize information sources in advance of
an emergency,  and include response and toxicity  data in the
implementation manual for each chemical handled.  Every effort
should be made to do so.

8.2.2.2.7  Plant Shutdown—Early warning of possible natural
disasters (e.g., hurricanes, tornadoes, and floods), will dic-

                               8-8

-------
tate plant shutdown procedures.  Time allowed  for execution of
shutdown orders will be  specified by emergency warning  agencies.

      For an accident situation, onl. certain  portions  of the
plant might be shut down if the emergency is contained  within a
restricted area.  The decision of whether to shut down, and how
much of the plant is affected is the responsibility of  the plant
management in charge of plan execution.

8.2.2.2.8  Press and Media Contact JList—An emergency at a haz-
ardous disposal site is certain to generate public apprehension.
The plan should provide  for press conferences  and debriefings.
After the emergency is under control, a company official should
contact a list of news media personnel to provide a statement of
the nature of the emergency, the actions taken, and current
status.  The purpose should be to give factual information so
that misinformation will not mislead concerned citizens in the
plant locale.

8.2.2.2.9  Incident Documentation—The incident should  be docu-
mented fully for several purposes.  Documentation will  permit
post-facto review of whether the plan was executed as expected.
Also, it can be used to correct problems and thus avoid similar
future incidents.  Finally, it can serve as a  legal record of
what happened.

8.2.3  Fire Protection

8.2.3.1  In-Plant Measures—

8.2.3.1.1  Fire Extinguishers—Fire extinguishers should be
located at strategic points throughout the plant.  Extinguishers
should be readily accessible, and plant personnel should be
trained in their use.  The type of extinguisher used is depen-
dent upon the likely kinds of fires that may be encountered.
For example, dry chemical and carbon dioxide extinguishers usu-
ally are preferred in laboratory areas where water may  react
with burning chemicals.

8.2.3.1.2  Sprinkler Systems—Sprinkler systems should  be in-
stalled in compliance with local and state building and fire
protection codes.  Testing of the sprinkler systems in  conjunc-
tion with plant safety inspections is good practice.  Just as
water extinguishers are inappropriate-for certain locations,
sprinklers may not be useful in certain plant  work areas.  Dis-
posal site operators should consult with loss  and fire  preven-
tion specialists regarding the best approach for their  plant.
Often casualty insurance companies will provide expert  assis-
tance to their clients as a service, and in order to assess
risks for premium determinations.  Site operators should explore
using this resource.
                               8-9

-------
8.2.3.1.3  Use of Plant Security Personnel--Plant security per-
sonnel likely will be on the scene of a fire shortly after dis-
covery.  They should be trained to deal with the fire on a
"first response" basis, and should be responsible for notifying
trained in-plant fire fighters and the local fire department.

8.2.3.2  Training—

8.2.3.2.1  Local Fire Department—Plant operating and management
personnel should meet with the local fire department to inform
them of the types of materials on site and to give them infor-
mation on the hazards which may be involved with such materials
in the event of fire (including an explosion).  It would be a
good idea to have fire department officials visit the plant to
familiarize them with its layout, the location of high risks
areas, and to inspect fire protection capabilities on-site.

      The local fire department could conduct training exercises
using some of the ac-tual materials which potentially could be
involved.  Furthermore, selected plant personnel could partic-
ipate in these exercises preparatory to the formation of an
emergency squad composed of fire department personnel and a few
selected plant employees.

8.2.3.2.2  Emergency Squad—Based upon potential fire hazards
which are evident at the disposal site, it is good practice to
form an emergency squad trained for the specific purpose of
dealing with known and anticipated hazardous materials.  Often
the emergency squad is comprised of a select crew from the local
fire department and several well-trained plant employees.  The
reason for including plant employees is so they can begin emer-
gency operations immediately, prepare for the arrival of the
local fire department, and guide the fire fighting effort be-
cause of their intimate knowledge of the plant.

      In addition to normal fire fighting, the emergency squad
is responsible for rescue operations, evacuation of injured or
threatened personnel, and escalation decisions in the event of
broad involvement in the disposal site.  This group should re-
ceive specialized training in advance (e.g., use of self con-
tained breathing apparatus, boom deployment).

8.2.3.3  Hazards Identification—

      The National Fire Protection Assocation  (4) has devised a
system for identifying the inherent hazards of certain chemicals
and the order of severity of these hazards under emergency con-
ditions such as spills, leaks, and fires.  A section of the NFPA
manual, "Fire Protection Guide on Hazardous Materials", provides
hazardous chemicals data.  There are four categories of data
provided: health, flammability, reactivity, and other unusual
conditions.  For the first three categories, a numbering system

                               3-10

-------
has been devised to inform  fire  fighting personnel  about protec-
ting themselves and how to  fight  fires where  the hazard exists.
In the fourth category, special  considerations  are  indicated.
For example, fire fighters  are alarted to possible  hazards where
there may be unusual reactivity  with water  and  oxidizing chem-
icals are noted.  It would  be beneficial to identify  the mate-
rials potentially involved  in advance so that fire  protection
measures can be incorporated within the contingency plan and the
implementations manual.  Moreover, emergency  squad  training can
proceed using identified materials.

3.3  EQUIPMENT REDUNDANCIES/BACKUP

8.3.1  General Discussion

      Because a leachate treatment, plant will use unit opera-
tions similar to those employed at municipal  and industrial
wastewater treatment plants, certain reliability considerations
also are similar.  EPA has  issued minimum standards of reliabil-
ity for mechanical, electric, and fluid systems and components
which may be applicable for leachate treatment  plants  (5).  Man-
ual users are referred to these  criteria for  details.

      There is a question,  however, of whether  the  need for
redundancy is as great for  hazardous waste  leachate treatment
systems as for municipal and industrial systems.  In  the latter
cases, it is difficult to shut-off or divert  flow during emer-
gencies,  shutdowns, or .apair.   Frequently, considerable flows
are involved, and the option of  storage is  economically in-
feasible.  On the other hand, leachate flows  generally will be
low.  As a result, storage  possibly could be  a  cost-effective
substitute for certain redundant and backup systems.  Therefore,
during leachate treatment plant design, costs of redundant and
backup systems should be balanced against costs for building
storage for raw leachate.   Further considered in design should
be: estimated volume of incoming wastes, estimated  flow of
leachate, projected time periods  for outages  or emergencies,
tankage costs,  and redundant system costs.

      In general, there are two  locations at  which  storage might
be required: collected leachate, and treated  leachate.  Some
storage might be designed into the plant for  purposes  of equal-
izing flows in any case.  Because concentrations of materials
will be different at each location,separate storage would be
required.                     	, ..

      Nevertheless, attention should be given to important
equipment considerations related to redundant and backup condi-
tions.  Discussion on these items is found  in the subsequent
subsection.                                               !
                               8-11

-------
8.3.2  Equipment

8.3.2.1  Control Systens--

      The plant control room should ha' a redundant emergency
alarms.  Frequent practice is to couple display warning lights
with an annunciator sound alarm.  All electrical controls should
have manual overrides.  Electric failure backup systems will be
discussed separately.

8.3.2.2  Tanks and Containers—

      Tanks should be fitted with gravity overflow piping in the
event that pumps fail to shut off.  Tank areas should be on con-
crete pads, if possible, with curbs and walls sufficient in
height to contain leaks, spills, or tank failures.  Addition-
ally, spare tanks should be used to empty the curbed area if
other storage is unavailable.

      All containers in processing areas should have plugs in
place when not being used.

3.3.2.3  Pipes and Transfer Lines—

      For pipes that convey hazardous materials, failsafe trans-
fer lines should be used.  Such failsafe systems measure in-
coming flow and discharge flow.  Assuming no intervening taps,
the two flows are compared.  A difference noted will trip an
alarm.  Differences of greater than 0.5 percent commonly are
used to indicate a leak.

      Pipes should be color-coded to avoid cross connections,
and to permit easy location.

8.3.2.4  Valves—

      Pressure relief valves should be used wherever necessary.
All valves should be located as close as possible to the source
in the event they must be operated during an emergency.  How-
ever, the valves should be accessible if an emergency occurs.
Emergency shut-off valves should be placed on all gravity trans-
fer lines.

8.3.2.5  Pumps—

      It is good practice to locate pumps outside if possible.
This reduces the possibility of being rendered  inoperable due  to
fires or explosions.  It  is required in areas where there may  be
a build-up of potentially explosive gases.

      Back-up pumps may be desirable where needed to move
leachate to storage during emergencies.  Portable pumps are

                               3-12

-------
desirable to have on hand in emergencies.

8.3.2.6  In-Plant Drainage—

      Leaks and spillage from equipment should be collected
within the plant and returned to the appropriate unit  process.
Typically, leaks and spillage can be controlled by dikes, berms,
and curbs.

8.3.2.7  Electrical Failures—

      Emergency lights on battery packs are recommended for all
plant areas.  Operators should judge the potential damage re-
sulting from an extended electrical outage.  It may be cost-
effective to install an emergency back-up generator dependent
upon the number of critical functions involved.

8.3.2.8  Maintenance and Repair—

      Wherever possible, preventive maintenance should be sched-
uled so that redundancy and back-up are unnecessary.  This can
be done during scheduled shutdown.  If major repairs can be de-
ferred, they also should be performed at that time, i.e., during
scheduled shutdowns.

8.4  PERMITS

8.4.1  Consolidated Permit Regulations

      In conjunction with issuance of final rules for the fed-
eral hazardous waste management program (Federal Register, May
19, 1980), the U. S. Environmental Protection Agency established
rules for a consolidated permit program.  The rules governed
programs authorized by the following legislation: Resource Con-
servation and Recovery Act (RCRA), Underground Injection Control
(UIC) under the Safe Drinking Water Act (SDWA), the National
Pollutant Discharge Elimination System (NPDES) under the Clean
Water Act (CWA), State dredge and fill (404) provisions of the
CWA, and Prevention of Significant Deterioration under the Clean
Air Act (CAA).  There are three primary purposes of these rules:
        H
         1.  To consolidate program requirements  for  the RCRA
        and UIC programs with those already established for  the
        NPDES program.

        "2.  To establish requirements'for state  programs  under
        the RCRA, UIC, and Section 404 programs.

        "3.  To consolidate permit issuance procedures for EPA-
        issued Prevention of Significant Deterioration permits
        under the Clean Air Act with those for  the RCRA, UIC,
        and NPDES programs."

                               8-13

-------
      The rules are complex and  -equire substantial effort in
order to enable complete and tr  rough preparation of permits.
Manual users are urged to consult documents intended by EPA to
clarify and define permit application requirements.

      Responsibilities for state program requirements also are
specified by the EPA rules and regulations.  Although flexibil-
ity is allowed in how states implement these requirements, and
they are free to impose more stringent controls, EPA has  spec-
ified minimum requirements consistent with RCRA provisions.

      Permit officials and site  operators should recognize that
certain aspects of the consolidated permits are ill-defined
relative to hazardous waste leachate treatment.  NPDES require-
ments for direct discharge of treated leachate to receiving
waters need to be defined in greater detail.  Furthermore, if
treated leachate is to be discharged into a POTW system,  no
guidance has been provided relative to pretreatment require-
ments.  There is a crucial need  for defining such requirements
in greater detail.  As a point of departure, permit officials
might deal with leachate treatment plant effluent in a manner
similar to that for the chemical manufacturing industry,  both
organic and inorganic segments.  Also, many cities are now in
the process of developing pretreatment requirements for dis-
charge of heavy metals, cyanide, phenols and other toxic  com-
pounds into POTWs.

8.4.2  Other Permits

      There are several other areas which manual users should
consider in assuring that site operations conform with govern-
mental plans and regulations.  Water quality aspects should be
factored into areawide waste treatment management plans (section
208), and facility planning efforts (Step I).  This is espe-
cially important where direct discharge or discharge to POTWs  is
envisioned.  Other areas of concern are zoning requirements and
local building permits.

8.5  PERSONNEL TRAINING

      Training is envisioned for personnel engaged in the fol-
lowing four functional areas of  leachate treatment facilities:
operations and maintenance, safety, emergency response, and
security.  Training related to safety and emergency response has
been discussed earlier in this section, and as a result,  will
not be repeated here.            ••  '      "".

      The basis for operations and maintenance training should
be a. well-conceived O&M manual.  During training, personnel
should be acquainted with key operating parameters, acceptable
                               8-14

-------
operating ranges, problem diagnosis, troubleshooting,  repair
procedures, preventive maintenance, and  shutdown procedures.  An
example of a suggested guide for development of an O&M manual
for conventional waste treatment facilities is shown  in Table
8-1.  Obviously, a manual for a leachate  treatment plant would
have to be modified to reflect the processes used, and incor-
porate provisions germane to the handling of hazardous mate-
rials.  The table does, however, provide  a good starting point
for structuring an O&M manual.

      Security personnel should be trained not only to prevent
unauthorized entry into the plant, but also in first  aid,  emer-
gency communications and first response measures, essentials of
spill containment, and some fire fighting as appropriate.

      Training should be conducted upon hiring, and should be
updated at regular intervals.  Consideration should be given to
sending key personnel to formal off-site  training courses  and
seminars.

8.6  SURFACE RUNOFF

      Disposal sites should be designed  so that stormwater is
diverted away from and around the site.   This can be  accom-
plished through grading and the use of berms and dikes.  Hence,
this subsection addresses only the fate of precipitation falling
directly within the disposal site.  Four  options exist for deal-
ing with stormwater runoff, dependent upon the degree of contam-
ination: 1) route uncontaminated flow to  a holding or storage
pond from which discharges can be made to surface water courses;
2) route mildly contaminated runoff to the same holding or stor-
age area, and treat prior to discharge; 3) route contaminated
runoff to the leachate treatment plant; and 4) place  heavily
contaminated runoff into the disposal area, or containerize and
ship off-site for appropriate disposal.

      Work areas likely to be contaminated, e.g. loading docks,
waste transfer areas, storage tank areas, should be paved  and
curbed to collect contaminated spillage.  These curbed areas
should be able to be drained by gravity.  Drainage valves  should
remain closed until the areas are drained either to the holding
ponds (when spillage has not occurred), or to treatment and dis-
posal areas (when there is evidence of leaks or spillage).
                               8-15

-------
                           TABLE 8-1

    SUGGESTED GUIDE FOR AN OPERATION AND MAINTENANCE MANUAL

                FOR WASTE TREATMENT FACILITIES (5)


  I.  INTRODUCTION

      A.   Operation and Managerial Responsibility
      B.   Description of Plant Type and Flow Pattern
      C.   Percent Efficiency Expected and How Plant Should
          Operate
      D.   Principal Design Criteria


 II.  PROCESS DESCRIPTION
      (Function, relation to other plant units, schematic
      diagrams)

      A.  Pumping
      B.  Screening and Comminution
      C.  Grit Removal
      D.  Sedimentation (Primary)
      E.  Aeration and Reaeration
      F.  Sedimentation (Secondary)
      G.  Trickling Filters
      H.  Sand Filters
      I.  Sludge Digestion
      J.  Sludge Conditioning
      K.  Sludge Disposal
      L.  Gas Control and Use
      M.  Disinfection
      N.  By-Pass Controls and Excess Flow Treatment Facilities
      O.  Waste Stabilization Lagoons
      P.  Other
III.  DETAILED OPERATION AND CONTROLS

      (Routine, alternate, emergency, description of various
      controls, recommended settings, reference to schematic
      diagrams, failsafe features)

      A.  Manual"
      B.  Automatic
      C.  Physical
      D.  Chemical        ,

                                                   (continued)

                              8-16

-------
                          TABLE 8-1  (continued)
       E.  Biological (including Bacteriological)
       F.  Industrial Wastes Monitoring
       G.  Safety Features
       H.  Problems/ Causes, and Cures
  IV.  LABORATORY CONTROLS

       (What and why tests are made, interpretation of results,
       and how samples are obtained)

       A.  For Each Process Description Given Above

           1.  Sampling
           2.  Flow Controls
           3.  Analysis

       B.  Monitoring of Effluent and Receiving Waters
       C.  Water Quality Standards


   V.  RECORDS

       (Importance of records, graphing test results, example
       and sample forms)

       A.  Process Operations
       B.  Laboratory
       C.  Reports to be Submitted to State Agencies
       D.  Maintenance
       E.  Operating Costs


  VI.  MAINTENANCE

       (Schedule—daily, weekly, monthly, etc., reference to
       pages in manufacturers' manuals)

       A.  Manufacturers'  Recommendations
       B.  Preventive Maintenance Summary Schedule
       C.  Special Tools and Equipment
       D.  Housekeeping Schedule    " •-

VII.   SAFETY

       A.  Sewers                                        \
       B.  Electrical Equipment                          '
       C.  Mechanical Equipment
                                                  (continued)

                               3-17

-------
                      TABLE 8-1 (continued
       D.  Explosion and Fire Hazards
       E.  Health Hazards
       F.  Chlorine Handling
       G.  Aeration Tank Hazards
       H.  Recommended Safety Equipment
VIII.  UTILITIES
       (Source, reliability, cost)

       A.  Electrical
       B.  Gas
       C.  Water
       D.  Heat
  IX.  PERSONNEL

       (Detail of job requirements, task plan estimating man-
       hours per month and year)

       A.  Manpower Requirements
       B.  Qualifications and Background
       C.  Certifications
       D.  Administration and Supervision
       E.  Laboratory
   X.  APPENDIX

       A.  Schematics
       B.  Valve Indices
       C.  Sample Forms
       D.  Chemicals Used in Plant
       E.  Chemicals Used in Laboratory
       F.  Water Quality Standards
       G.  Detailed Design Criteria
       H.  Equipment Suppliers
       I.  Suppliers' Manuals
           (may be bound separately)
                               8-18

-------
8.7  REFERENCES

 1.  Morton, W. I.  Safety Techniques for Workers Handling Haz-
     ardous Materials.   Chemical Engineering, 83(22):127-132,
     1976.

 2.  Weiby, P., and K.  R.  Dickinson.  Monitoring Work Areas for
     Explosive and Toxic Hazards.  Chemical Engineering, 83(22):
     139-145,  1976

 3.  Herrick,  L. K. Jr.  Instrumentation for Monitoring Toxic
     and Flammable Work Areas.   Chemical Engineering, 83(22):
     147-152,  1976.

 4.  National  Fire Protection Association.  Fire Protection
     Guide on  Hazardous Materials,  Sixth Edition.  Boston, MA,
     1975.

 5.  Federal Water Quality Administration.  Federal Guidelines -
     Design Operation and Maintenance of Waste Water Treatment
     Facilities.  U.S.  Department of the Interior, Washington,
     DC,  September 1970.
                               8-19

-------
                       APPENDICES

                          APPENDIX A

             SUMMARY OF REPORTED WATER CONTAMINATION
          PROBLEMS (at Hazardous Waste Disposal Sites)


     Appendix Table A-l contains data on identified hazardous
waste problems and to the extent possible data on waste composi-
tion.  A reference list which indicates data sources and pertains
only to this table follows the main body of the table.

     Problem sites are identified by a code number in Table A-l.
The code numbers and associated problem sites are listed below.

Site Number                   Site Description

   001      Helevia Landfill adjacent to West Omerod water suppty
               (near Allentown, PA)
   002      Haverford, PA
   003      Centre County, PA (near State College, PA)
   004      Stringfellow Landfill, Riverside, CA
   005      Rocky Mountain Arsenal, Commerce City, CO
   006      Geological Reclamation Operations and Waste Systems,
               Inc. (GROWS)  landfill, Falls Township, PA
   007      Wade Site, Chester, PA
   008      Bridgeport Quarry, Montgomery County, PA
   009      Redstone Arsenal, Huntsville, AL
   010      Love Canal, Niagara Falls, NY
   Oil      LaBounty Dump Site, Charles City, IA
   012      Saco Landfill, Saco, ME
   013      Whitehouse, FL
   014      near Myerstown,  PA
   015      Undisclosed
   016      Necco Park, Niagara Falls, NY
   017      FMC, Middleport, NY
   018      Frontier Chemical Waste Process Inc., Pendleton, NY
   019      102nd Street, Niagara Falls, NY
   020      Pfohl Brothers,  Buffalo, NY
   021      Reilly Tar & Chemical Co., St.  Louis Park,  MN
   022      Windham Landfill, Windham', CT
   023      LiP'ari Landfill, Gloucester County, NJ
   024      Kin-Buc Landfill, Middlesex County, NJ
   025      South Brunswick, NJ
   026      Ott/Story site,  Muskegon County, MI
   027      Hooker Chemical  Co., Montague,  MI


                               A-l

-------
Site Number                  Site  Description


   028      Mayer Landfill, Springfield Township,  PA
   029      Chemcentral-Detroit, Detroit, MI
            Bofors-Lakewav. MM«I>-<=.~—
030
T> * 	    "«c..croit,  Detroit
Bofors-Lakeway, Muskegon  MI
                          A-2

-------
       co
       z
       a
       O
       a:
       a

       z
       O
      6-
-1    Z
 '     O
<    U

a    «
j    w
CO    j.
      a:
      O
      a,
      u
      a:
      Z
      Z
      3
1
1
i a
CJ
z
M
a
uu
a
a:
1
j





^4
f_.
fr*
M
J
<
17
CK

OS
a
t-
ET^
«C
3

a
2

<
Z
O
)•» 4
t.
a.
M
a
o
CO
a
a
z
u
03
o
QJ
a





a a
t* o
tt o
V) U
z
0
C* t— *
^ i™^
z e«
<^«
^
z o
"-H IM
5* IL.
Ac ™«
rf; t""t
r* «
r cn
O <
r j »_! I
W *•* I
CJ 1
1

~H

1
C
•- < o* 1 O
OX AJ
•O ci 41
•H . to
3 0 £ -« — i — i
cr •"-> o -* \
•H Li ••* CT 1
.-I in IAW nw g
-> tn o AJ
3 AJ 41 0 *H CJ .-4
o 3 AJ o  o o a
•» U VO — < AJ
"O J<: 01 T3 CT* S
oi 3 a. o c -H u
AJ \ AJ nj .-i
a, -4 in i -a
Ot TJ .-• O 0) TJ
CJ CT> <0 ul AJ 11 u
O ••< ITJ £ O^
iQ O U U AJ 3 C
O 41 01 01 — > 3
-( o AJ -o o a o
— t • ifl C (fl "O
•H n Z 3 c
OJ -H ._ .„
•O «-i to >, £ £
CO • •-* £ AJ
fl 4« AJ -«4 J»
** U ~* 3  «— £ T3 AJ AJ
-• 4J U 3 (0 TJ
ig 4( -i -i 3 3
TJ c ^: o
C W 4» 3 C T3 ID
fl 4) —4 -^ c C
•U >i C 3 3-4
ojtn.c-4!/j o o\
VA^lQAJtnOI kl iwC7>
(K34IITJAJ O> 3>£
*H o j3 in
—i W fl C C O
C  x: a a
4) 3 14 HJ AJ CJ CJ
03 "O AJ O O f- 6-

^•4
0
o



•Jl
•T •
9
j
b
fl
CJ
0
<-^
TJ
i
1
i
i
i
ro
^J
i

•0 1
41 W -o vw
AJ in 01 0
U U AJ
4) .fl AJ
•i"i «i £ C
c: ii --i u
•nas •-*
fQ "O
— 4 AJ ITJ
-4 . C iw
01 tn o cr>
350
•U C
a oi u 3
Oi u 0 0
0) AJ "O
•O m *J
C AJ
W TD 3 01
"3 C O 4)
3 fl 1 ""*

— t K  -<

(N
0
0







tn
—4
0
c
2'
i
1

•3-

3
i 01 f
1 r
i
1 3^
U -
•-^ --^
X
>. •->
IT} Ct4
Ll
3.
•J) •
cn
J= AJ
AJ C
0 41
-3 S tn
•O 4)
X C T7
01 3 -H
Li O U
•H a. •-»
Z P AJ
•5 in
•o 01
c c a

TJ -o i; e
AJ oi .;:
S X g (N
0 •-" g
° a I '
41 41 E
AJ — AJ IT
M CJ 3 41
TJ s j3 LI
3 AJ
TD 7) tn
—t C — 1
ti fl nj c
•H AJ -H
Li T3 41
AJ 41 g a>
in AJ c
% £2 8.
c -< a) o
i-t U £ X

m
o
O




w
0)
TD
•H
U
•H
U
•A
01
3.
2 tf*
.•0 1)
_i
1/1 =" «
01 T3 *
AJ 3 13
cn -H
« o1 3
3 C _
•H ~->
-4 AJ tj>
Ifl it) 3
•-4 ^ O
Li Q. -C
AJ AJ
cn . -4
3 in ITJ
 Q
• U Q
41 b
•U 0 TJ
•-^ AJ C
CO W 13


-------
T3
0)
3
4J
C
0
u
u
u
a
o
Z
X




^4
c.
G^
t^
J
<4
3
cx

2C
u
-^


2

Q

<

O
h-t
c*
O,
M
CS
u
fl4)3fMin O in
c^j£o *o^oinco*^
4)^3^ QD. i i i i i i
en 4j
fl ifl 0 ^ • !n ^ fN ^ ^
W IH 4J 3
41 4J fl O* 1 1 1 1 1 1 1
4J -Jl C
ECS UUUZZN1
U-l 0 4J fl
0 T3 C 3
-i 0
>< ^ U 4»
jj -• y
41 " U fl

^ -H 4^ W
fl 0 fl 3
> co 3 en




•a
01
3
C
.-i
4-1
en c •
0) 0
•O ^u
V) U
>^ -H
fl 4-1 tj
4J en en
4) 41 -."4
Z a. s
1

0
"o u
4J T3
c o

£ a. 41
"0 4J
C -^ fl
3 fl C
o a -H
QJ --4 £
£ S  CT1
0 c a CN
•-4 cu en "o v
4J O< 4J 4) ON
fl fl kl 4J V 1
C 0 fl
•«^ 4) <4-l £ 1 41
e t u 5 -o
O*fe ^. f\ ^^ ^1
' ^* U ^J V
4J . y —I—I
W -O •-* U fl T3
41 4) i-^ 41 u-4
4-1 M -H 4J 0
fl -H O fl
3 4J fl 3 >
•O -^ >*w T3 4J
C — * C — i
3 -H C 3 -1
0 E 0 O fl
U 4) -H U 3
O "D 44 CT> O<
in
O
0




en
• • • ui • • - vi • o
sn c en fl -< •
U O 41 41 4J
•H .3 73 -• fl
fl fl CJ 3 0 'Jl
j: u -H c u -4
a 0 AJ >• < fl
-n4 ^^ ^1 )— t 4J
1^ T3 ^ 0 U
< = a. a Z



•-H
|J1 N^
i _| g, ^
X a x
Q O> tT
O a n a

- CD O

1 1 O 1
.-H -^
\OOvO
-p O -H -4
a T v iv
..
O 1 1 0) 1 -^
o-o -•
(N 41 4) -H 4) X
• 4J 73 X C 3»
-t fl -^ O 0 £

i o -^ ^ — • en
£ 3 3 3 fl
o Cli en tn en
03 en I 1 1 ~t ~t ~4
1 £ "> *>! "> O< ^ "fl
cu ^ j= J= a a -»
41 -4 «J Jj 4J
C >> 4) 0) 0)  fl
>> en £ j= ^ w fl
O '"^ O O O tD S C?^
•H -H 1 1 1 C 41 Z
T3 "3 2* Oi a 0) Z •-*
o
^^
^
0
U-l

CU
.C
r^

















"~i~
i
— *



*>.
o
o ^

0 2
1 1

41 fl
a o





xT
CN
^H 'O
* •
o o
i i
fl 0
0 03




*T -4
04 — I
>-» 0
O<— »
W
1 1

*™4 'J\
< <


























                                                A-4

-------
T3
1)
3
C
 C
 0
 U
u
u
a:
w
CJ
z
M
cu
a
—






>•
E*
hH

3
O<

OS
U
f-
-»•
^

a
z
<

z
o

&«
04
M
a:
U
c/i
a

r
CM
taJ
CO
o

cu



U Cd
&- a
M O
C/T O
z
o
6- M
z e-

Z CJ
HH HH
£ Cu
< M

Z 7J
O <
CJ J
^







U
O -H -1
~i c r-
O 
OCOOrj -TOCO
.
a. ( — > : i i i i i i
i tj y
J CJ -LJ ^ Q C/l
2OO O—^SO^JQ
£-"&* CrtCJCXCJcn£^



^3 (^ ^3 ^ft
<^» O O O •
(*> ^p Q • * • f^
O IN O • < •a
— i « m tp « « v^ • • «^ • • i>*H •
^^ ^^ ^r ^P *™4 ^^ t^i f^ f^ ^^ t^ (NI [ ~i
** ^**fc
M O> 1 1 1 1 1 1 1 1 1 1 1 1
4) £

in a
0) CJ
W 3
T3
-4 0
*
C -U
••4 -H
-H
T3 fl
C 3
in cr o o
o ui
—(01 T vO
fl ^^ » »
Q, m in •q-
•H U
o a o o o i i o
1 o* * °- n* 2 H 8 
-------
4)
3
C
C
O
y
Cd
J
a
a
CJ
z
u
W
tw
JJ
OS







>*
6-
i— (

*•
3
O<

OS
cu
e-

^

a
z



z
o
6-
a
HH
as
o
cn
a
a

* ^
w
*J
03
o
ct

~*







u a
fr» a
M O
w u

z
o
e- M
Z 6-
Z CJ
M M
Z ii
4* ^
f ._
z en
o <
U J
o




03



1 Jj
3 «
O
-I TJ
<-H •-*
0 3
Cb C^
*H
•
4J *j
4J O
•H
(/) CO
u
C i«4
0 *O
01 3
.* a,
c
TJ *o
*j c
•o w
C «-t W 01

0)
uioi o) o e vie aivo)
£ COlOl* -HOI CCC

ki-H OIOIN •'-IS 01 C NNM
13 C C C 0) 0 CD CCC
*O DDDC*D01 DJ3 DDO)
C C N P4 _Q 0) D C -^ ^"^ 0 J3 j^ J3
•H3 CCQNjJO) 13 ^ — ( ^( ^
0 01 (U W C fl «••* *^ < (^ ^j 4j ^, ^ ^,,
T3 iw Q j^ Q (j} »H <0 0 oi JJ '*^ * * C •£ ^« _f^
D 0 O ^^ _f^ (^ £^ ^J ^ C ^» C 01 0) D ^ ^ (-J
i-i a; MU-co — -^a;* (i; --H a, i c c a aj i; D
*J D ^t *H *^* 0 ^> 3^ O« C iJJ fl C 1 «CT W O **^ *"^ '*^
C/l 3? ^- ^> ^ *^ CU Tl 7^ 0 ""* ^ *H 0 ^ £ -W IM w ^4
O O J-* ^ *^ C X W ^ >« M C iJ ^4 *J -^J -JJ
cncn •^••^icj>»'^oOJ— C^IOTJC^I ' i
JiJc 77^23^^1"a.jC£i)!coc<5u^^'^
C/) t3 f ^N ^ JJ ^3 AJ iJ O Q< Qt £ O 3 ^ (U ^ ^J (N
fQC *«*iU-HO(UV)tI'^'HI'^jCl ***
^ -^ f (— * i-H i~4 XJ 'Q £ £ *H C 'O ^ *H ^4 Q^ <^ ^H *H -^
E
01 nj
3 -J
0 C
13 O
±4 y ••
.-0 0)
S tT* ~J
fl C --H
S — i 01
r-
o
o

tfl
y
•H
fl
o

<
u
« DO)
o u <-•
-* 01 .-o o
AJ — ( — I 3 Cfl
T3 0 1J C D •
£ C £ >• C CJ
0 9) «J •"•* •-• il
l- — JT 0 S -<
< z, a, a. ^ s




-~
11
3
=
o t:
5


^
^ •• TJ
«Q D D
"4 JJ •-<
tfl -H <4J
01 01 — «
§,^ S
(Q (Q
u w 3
 c
e a
3 JJ 03
0 C • & 73
U D (N — i 41
a1 e j->
•o i i y
c c D
•H 3 VO CT> JJ
a. . 41
"^ vO ^
D E
JJ -H III
y
0) JJ «
JJ C D
D D C

T3 £
41 ITS JJ
ki W D «
D O> 0 W D
3 a n c c
3 ODD
CO -* Si Q.
jJ S £ JJ 0
CO U D W
fl )•! •-» 0 flU
C 
-------
•o
 41
 3
 C
•»4
JJ
 e
 o
 u
<
u

03
u
o
z
u


Cu
Zi*
£xj
a








>4
*J
*J

Of

K
U
2
3


-*

Z
o
M

«
U4
H4
Q*
O
CO
u
a

u
N-3
03
0
«
0.






u w
t- Q
M O
W U
z
o
e- «
Z 6-
z u
1-4 l-l
£ •**
< M
£4 oo
Z V)
O <
U J
u




0





1
•-4 0)
jJ U
« * «-i
4) vu 0
a, u
3 41
>u 0) 01
O fl
JJ U
£ <9 41
fl 0) >
4) U fl
M Q JJ
C JJ -H
3 2
O >
•0 fl .H
CO W Q^
U 41 3, -K
01 "O CJ\
4J g \£ fx
fl 3 CN ON
M V
4) JJ —(C
O W --1
fl 0 0
M <*4 4J i
jj E <*>
c --• w M
4) .«H 
4) HJ *O O
^4 \44 £) «••«
Q. 0>
e c /-i
HO «J X
Q — 4 W 91
a jj a
U 1
^4 3 vfl
Q ^3 ^i f^
0 6- .
(fl Ul Q -4
w Q, in Q --i
4) U
s n D
O T3 *J
«i •-* n
>-> U 3

3






«
11

*4
u
JJ
M
4)
a




rw ,*N ^» CO
— < CN (N fN






1
O 1
fl (8
C U
•*4 ^J
C -H
C 41 O
fl O O
c
E 0 0
0 O v
U *•" « « « « 41

CP 4) **^ '^ O * >*x *H ^^ ^^ ^s» * * ^v
c cj m o *™< cn *\ o^ ^ c^ *™^ *™^ c^
JST3 OOOIO O> 3. O'CT'O
UO OOO .7t.Q.Qt/)'Uki3-'44>Q'>CC
OS ZCjOCuSfl400<^ c
1) i3 <*i
3 cn 0
•O ifl O 1
01 D o in o
c 4) o yo •v •/ O
•H 4^ X 1 1 41 O ^4 V U^ ^"4 ^H
S -4 4) I (fl 1 O >JO
iow oooa r* — i in i -OO
C "™ ^ "H • CO ^ C^ W O Ul ^ O CU •
O /O X^ \f} f*4 ^ U^ ^,3 CN ^H CN V CU U^ 1 1 1
U tfl C7> «!
aE llllv4llll^iQIZZZ
-4 01 IU J-1 f Z J "i CN
•H — ( -H SOOO--'C/jvQOll OOiSOO
J *O ^t 54 c/7 O O Wfi^crtCO^^c^ZZZ
0 tfl
-t 4) C
-t > 0
O •-( -H
Cb JJ JJ
o

o





c
ai g
u 3
-1 u I/I
•J tj -J) —1
fl y ~« . o
S 0 -3 0 =
0 — i *J V) 0)
U .-3 41 -" ~.
< = S Z 2.
?

3
"•
^
•J

0
O
~












* *
« « « «
\ -( ^ X.
^n ^x ^^ ^n
•^_ p«f» p*» -^
•* W^ W -i
Cft O
O o n ^H-
^-4 (N CN V
1 1 1 1




<
41
C
« 41
41 N
C C
.2 JS
fl W
jj o
3 -J
o "u w
u •-( O

^H JJ « £
J= 1 C O
'J T •-> fl
fl » U JJ
X fN -o 2,
41 • — I 41
^1 (—4 fl r*






















                                                        A-7

-------
•u
4)
3
C
C
0
u
u
*I
a
















































u
6"
M
W



f-
Z
<
Z
M
Z
<
t,
e^
Z
O
o



u
z
b)
as
Cu
Ct]
OS



>
fri
M
J
<
a
o

at
u
e*
<
X

a
z
^;

Z
o
M
£4
a.
M
«
CJ
(/)
u
Q

2
b)
(J
CO
O
a:
a.



b)
a
0
u


o
M
£-
<
0
HI
Ci*
H4

C/5
<
j
O



















« «
« «
•-4 <-4
X. X.
Cn « C"
3. * 3.
in
O • O
<*1 V rH

1 1 1






«
cn
«H
o
« • s
~- oj
-1 JS
tj a,
*J o
0 b
4J O
•— • »-l
jS
« cn u
-H ,-t — <
§ i?
^ j? n
a, a, ,
JS
•U
4)
















u
ai
•4
Z




















»H
X
Cn
a
00
(N

|






0)

CU
—<
>•
J=
4J
01
o
h
0
>H
J5
U
•H
•o
1
^H
r-l





T3
CU

• ^4
JJ
C
0
u


CO
^*
0
c
0)

a.













^4
X
»-i »H »H cn
X^ ^^ X. X. a fH <— H ^4" *H ^
cnX-^C" CC X X X X X
a,cnx.a* aocn cncncncn
3. Cn « Oa, a.a.a.3.
O a. O — i O O «
mo OX O»ui« OOOO
invouiocn n-4,
JS «
« 4J 4) * 4)
4) It S 4) C
CO <0 'O fl
« « ki j: ••* x
4) J= 0 <-< JJ U 4)
C -U -. 0 41 0 —
o)oij= — 0 —• o 1-1 )H)-I
'H E CJ « 0 Vi JT — ( 01 hi 4) 0»
>. o nj a u o o u e > o e o o
« *j 0 -*J 41 4Ucnocaca
S 41 — 1 41 N U-JJO-Htn-H-H
WOJS-UC — 1 -40)W -H
0 U O 1 4) -H >.««V44JO<8 IQIQ
Oi4)«-U --i J= itj g JJ
o -H g -ocococcicjca-ug-H
V4JZOOJ=
-------
•o
cu
3
C
 0
 u
a
<
6-























































cu
£•
M
'w



e-
z
z

2
^
c^

o
CJ

«
z
u
ce
u
k,
;j
(X







2*
M
J
^
Z3
ex

(X
*j
5
3

Q
Z
^£

^
— •
J
^
£-.
0.
M
ai
O
en

a
z
u
j
CD
O
a:








u
Q
O
W

Z
o
I-H
£-
a

a!
t—i
cn

<
j
u



m *r
— < .-H



in
1 C^- C
-( C S 0
Q — < -H CU C -H
Ql TJ 3 01 --H AJ
O O 3 <0
UJ •* -H .U 
O1 £ 30^ C^ ...» rq
•* Q* "O '^ O C lOOOOO
e -i o
>, U) —1 -H 1 t 1 1 1
> J2 . TJ C W.
•ft u 3 JJ Li 0
S 3 *O -H CT> CJ
(T3 O ~< C
*J ^ Li TJ 3 .U
c -( a 3 o w
O -H CT T3 0

T3 0 Lt cfl It x^
CU C It -H Li •• 3>
.Q /Q /-^ 4J ^^ £
'^ TJ (TJ .£ 0 *O
O en 3 o w cu CD
.u —« 0 "U •-> — < -^ — <
flj CX C ^ 03 O
'DCLOT33 C >-*.^.~* I>H
ii-t-LI cno u
a s o M -4 u « ooosco •*
o)£*4*jv,wa.ooo oi<^t c
U C CCOO<-H O
iJ «M 3 U irj Z
TJ ij o< — < "O - flQUcnui cu
Scnocu-ic.-! OOOcnoz -^
C C 

*2
O

en
O
TJ 	 _
£
Q
U

V) L,
C T3
ifl 0 il
CJ J —
•-* u ai j
cn -i TJ —« 3
— i TJ O • O C
-o £ 0 u c >
u 0 — < 'si a> — i
01 u -3 -i £. O
z < = s i a.
T3
3
^
i j

3
CJ
•«•«•*








O U^ O GO *N 0^ CO O O O n **1 O
C^ «*HCNCD •  .r**ry^f^ ^r»
i— H ^r (^i <**") ^r <^i *M


4i
u
c in

£ CU CU -I
•U C C « C
< QJ fQ (fl (U 'd
cu o ^: JT c a»
C Li *J w « CU Li
CUO« CUCUCUO'HO
J^'HCU OOCCU>t
• -J .C C « U L, 03 C ^ CU
1) 01 U 03 01 OO^TJiJ ^H
s o — ( £ c — i ^ AJ j: » ja
•JUTIiJCU £ JZ CU w O -H
N O 1 01 N U O £ 01 U iJ
r — ( 3--UOW i] -^

CUJT .LI-^UO -.LiLin ^H c
u
4J
3
D
z


















                                           A-9

-------
•o
(U
3
C
•H
4J
C
o
a
01
j
03
u
CJ
z
u
a,
u
^
OS







>*
£*
J
,,.
3
O
^
K
c.-
C"
2
a
z


z
o
M
*
04
I"4
cs
CJ
en
u
a

^
u
u
03
O
as
a.







Cd U
6- a
M 0
en o


z
o
8" M
Z r-

Z CJ
2 i
< M

z en
0 <
CJ J
CJ








41 OOOOOOOOOOOOOf1 fN ^H 03 n -H
(0 ~t





o
o o o o o o
o o o o o o
oooooo - o o
ooo.o -o -o »o -o •
•Q4I S(Ti^s:niT(N— i-i-ttTr-— i
4) CT1
3 C 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 II
•52 aoaooaoQoooao
^j 2 vO Z T C^ Z O Z O O O Z O
C« ^" ^^ CD ^3 ^3 "O ^3 ^O
o .....
O ^ (Ti IN O (N S3
*o ^H
(rt — t «
CJ £ 41
•-< fl 0) C *
C 0) N C -H 41
TJ C C -I £ C
CP ^J ^J D c *d3U(U
W M C J2 ^ ^H ^-* C ^
o COON o>-*>f
a; cu 3 i- c « c c E j:
(U C^}^^^^'^'~4 D <3J * "-S ^) U ^ JJ
i^ *H Q Q **^ -"} 13 0 C C * ^ 0 jC XT — ^ U
^ ^^ JH ^J C 0 C C •••* *H '.y 0 C Ou M« ^» 0
•H -H^OIUTJ^1!) -H'HCCDO>pl4C.M
O IQ C ^ I ^ (U 4) O CCN^ICU^O — '^
W ^UC^O*M*Hit3* OO^QUCO-HQ
X **4 *^ ^ ^™^ 'O J«» J«« ^L O ^J ^^ 0 ^J *^ ^3 ^^ ^3
utj— (Ov04l4IJS4tCC4Jc'cj^'C'T3— <
— < IIJSI.IIIJSII-^II-I

Vj ~
u
3
41





y
XJ
g
o •• •• • ' " ' " .
w ***«
< -a
11
•A l-i 3
C "3 «
Si ^ J
-4 W 7) CJ =
7) iJ nj —430
-H .fl u . o - y
•3 = O U S >• ~"
D -. ^ -< — C
S < = S fi. i




ul
•^



1!
0)
c

^4
<— 4
41
3
4J
|Q
^ g
5 i
fl -H
3 X
^ £ fl
3 £
M X X.
en i tp £
C £

N|»V ' C
^3 O^ ^T *^
V £ £
ij .. .%
U flJ U1 0) O
(y (U CT> •
4J W •* (fl <«0
4) «J 41 l-i
•o en o) ••
— < (Q > 41
w f^ w (0 cn
u tn 41 4]
CO > -4 W
nj a, HS \ 41
CM CP >
•H -M ^H S <^
£ -o \
(^ Cfl f** *^»
jj 41 £ r* m
O 'O *^ ^ **0
U5
— '
—till
c « «
•"•* >4 V4 M ZM
3 u CJ ^ Q.
0 41
^-4 2
-* c
O "T3
Ct. iJ
(N

0











10
n o
oj ^i
D —4
S S
—
^
3
S
^
tf
_3
v































































                                        A-10

-------
TJ
 >
6*
M
j
ta>4
<
3
a
OS
U
e-
rtj
•»
JE

a
z
<


z
o
M
b4
fc^
a>
M
OS
o

u
o

£
U
J
co
o
of
a>





u u
e a
M O
w o
z
o
C* bw
r* "
z &•
<^*
^
z u
»-( l-l
X Cu
< M
S- M
z en
O <
O J
a




^
"•I



i
O» — 1
hi o
41 a,
3 JJ
we
M 4) 4)
4) JJ g
JJ fl JJ
fl 3 fl
3 TJ 01
C U *-l
TJ 3 JJ \
CO C»
fl hi C a.
Oi 0
—4 JJ r*
•* TJ hi
O C fl P»
fl y
TJ 0
4) g TJ JJ
JJ fl 4)
fl 4) JJ vO
C hi fl Ul
•- » JJ >
g (fl "4 O
fl JJ
jj «•< y g
C 0 fl 0
0 M
y jj TJ >*-i
fl 4)
CD 4) t-t TJ
U hi 41 4)
& J= TJ O»
JJ 3 C
CT» 0 fl
C 4) O, M
•-* JJ
C fl 0
H C JJ ••
<0 ••* TJ « * «
JJ g JJ 4) CM TT O
C -t C C V irt Mp
O »-t 4) -H (N (N (N
U 4) 3 fl — 1 ~» -H
rH JJ
U) O iu C hi hi hi
JJ JJ C 0 O 0 0
c »-• y •-**••••*
at TJ u y y
S 4) >. O 0 0
3 M . JJ k| M hi
C 4) C -H < < <
3 JJ O ^
afl •»< -H
3 jj y
s 4) 3 fl
M T3 ^n ivi
rn
^^
O









(fl
S
vj





r^
F^



(0
hi
0 fl
JJ 0)
» >.
>w hi g
o o  4)
(fl (fl >
0 0)
a, • jj V)
(fl U C
•H 4) 4) hi •
TJ hi g 4) C
3 JJ JJ ••"!
TJ JJ fl ^ fl
c y oi fl g
fl fl hi 41
*-t VUI JJ •» hi
3 -H
§C TJ \ ^H
fl C Oi \
hi g fl g CTl
 O
TJ fl C O O
0) y •* O rn
4J — < O1 • 1
-J JJ hi O O
3 3 3 -» ~«
(fl oi a.
41 O 4) <*4
W fl b hi O
g4l 4)
JJ 3 (fl
O fl fl C
•H x: 3 in o
• jj a TJ c H
fl C 0 JJ
C S. 3 -H fl
•H .Q 0 JJ hi
g hi fl JJ
fl Ifl C7> hi C
JJ TJ JJ V
C C VM c y
0 3 0 0) C
y o y o
a, c c o
ht g 0 0
4» o ••* y CT>
jj y jj c
fl fl « •«*
3 u -< y cr>
-O -^ ~* -*4 hi
c e fl c 3
3 41 JJ 4) CX
0 tfl in 
g g

TJ in
r»
C rl
•H
4)
>w hi
0 01
3
TJ
01 hi
(fl 4)
ajJ
fl
(fl 3
•H TJ
TJ C
(fl 0
fl hi
3 0»
y c
•H •!-*
C
4) TJ
(fl C
01 3
hi O
fl n-i

0) (fl
JJ C
(fl 0
flfl •-<
2 JJ
ui
^
o









^H
fl
JJ
4)





03




jj
C
41
4) (fl
> 4)
•H hi
JJ (X
y
fl 01
C A
•ft
0
hi JJ
«a
4) TJ
C 01
jj
u fl
4> a,
JJ •-!
fl y
3 •-«
TJ JJ
e c
3 fl
O
hi Cfl
a» y
•H
C C
••« fl
o<
TJ 4) hi
C JJ 0
3 -H
0 M TJ
*M C
^H fl
Cfl fl
JJ (fl (fl
co y
fl a, — < -^
c w \ c
•H -^ CT1 fl
g TJ e a*
fl hi
JJ 01 O 0
C JJ O C
0  s
C 'H
fl fl
hi y
3 -»H

(fl
« 3
y
•-( C
4) o
(fl O>
hi fl
< r-i
r»
•^
O




«
01
TJ
•- *
co y
^ •••*
fl jj
jj v)
41 4)
£ a
T?
01
3
C
•^
jj

0
o
*"






























































                                                          A-j.1

-------
TJ
<
&«
M
J


3
O<

«
U
6-
<
5


a
z
<



O
M
5-.
0.
M
p£
U
C/1


o

£
CU
J
a
O
eg
«.
M4





ca co
^ . /^
fr« Q
M O
cn u



z
o
6- HI
S 6"
j* j»
*t ^i
r o
M M
£ Cu
rf M
6- cn
r cn
o <
CJ J
a




co
— i




r-t
TJ
U
•X
E
cu
J=
u

>,
JS

TJ
> *o n
y cu
y i i i i
CJ> 0
C 1-1 41 * 41
•-* a TJ 3 « -4
3 CJ U Cu Z
o cu
i-4 JJ
—1 CO
0 TJ
fi 3
09
^
O












tn
.— i •
•o y
JJ M
3) x
z z




C3
-H



1
cn
i 0
TJ CU
c cn
3 ~4
0 TJ
W
(Jl UJ
JJ
c cn
•H TJ
3
 w
CU 3
•X JJ
-» U
CU TJ
J2 !U
2
cu c
TJ TJ
•-> £
w
0 -4
-4 IT)
^ y
y -4
TJ £
x a
cu &
£ y

CU *J-i
C 0
cu
M >,
C JJ
CU -H
J3 C •
•H CO
TJ y c
C "4 0
T) > — 1
JJ
« C TJ
>, — ( w
u cu
3 W C.
y cu o
W JJ
CU 'TJ f*
Z 3 TJ
C5>
^
a









w
y
.^
tn jj
_. "3
TJ S
*J O
D Vj
z <
I







3 r-
—t ' ~->
\
i

-H
tj
y
•x
C E
•H 0)

w "y
cu
jj •— i
TJ TJ
3 ^l
TJ CU
C >
3 CU
0 cn
M
CTI >,
A
TJ
C TJ
TJ CU
to
CU 3
JJ
TJ C
JS Q
y •-•
T) JJ
cu a
-H W
cu
c a
-4 0

TJ -4
C TJ
3 tfl
0 0
iu a.
•j>
tO -H
CU TJ

cu cu
N JJ
c tn
J! ?

TJ UJ
CU 0 •
JJ to
m >• u
C JJ 01
•H -H y
bi C 3
O ••* TJ
—l U O
JC '-I fc4
CJ > CU
o
CN
O





.



to
y .
^ i
^
TJ
0
u
<
i






C
•-4

U
CU
JJ
ITJ
3
TJ
C
3
2
tji ••
>
3 JJ
O — 4 •-<
-4 .-4 X.
•^ -X O*
jj -H 3
O 0 C
ETi C >,
C >• 0) ^
•-» JJ £i O
3 •- a a.
0 £
^^ 'X
-4 y
O -4
Cu >
*-4
fN
C

cn
y
•H
JJ
ITJ
£
w
<
u
Ifl
il
-H
y
-< 3
0 S
C >t
 cu
•H TJ JJ
TJ j: y TJ
C 3 3
TJ JJ
-4 CO CU
•o — i w u
C •-< 0 TJ
3 u 3 VM
0 TJ U
U C •• » to y
jj jj cu cn
C -H JJ JJ —<
TJ C CO CO -H
C -H « U CU
•H 0 3 03
E -4 3
« > -4
JJ T) 1*1
C C -H
1 1
O u">
O •
e~i vj3

1 1 >
i
•& r- \
. fS
O •
tN ^O

0 -H U
y jj
*-* cn
i
JJ
•H
C
•H
*4
TJ
JC
O TJ " 4 •-* S
O, IM TJ < Q,

-------
-o
 01
 3
 C
•H
JJ
 C
 o
 y
<
u






















































a
£H
M
W


E-
z
z
X
£
z
o
u

Cd
a
Cd
X

Cu
Cd






^4
M
»J
**• .
3
Of


Q»
Cd
e-

X

a
z



z
o
M
"^
M*
M
a:
o


Ed
a

X

03
o

04





U
a
o
0
z
o
M
6"
U
t,
hH
en
V)
<:
*J
u







41 w
M 01
fl *J
y fl

U) 4)
hi U
0 fl
(N 3
U)









4)
V)
fl
y
(0
JJ — i
c/j **^
S*

fl










jj
c
fl
jj
3

^
£,





•o
41
C
il
^^
C
0
•B
U)
fl y
Jj 

01 01
0) CO
X X
T3 T3
01 01
X X
"-< -H
g g

y j, ' '
6" 8 e* o z r
























 c
jj 0
--» y
^4 ^~*
fl
3 •
cr c

CO Q4
jj ia
c
4) 0*
ca B
4) •*

a, *
01 M
u >.

-------
A-14

-------
41
3
C
C
0
o
Cd
J
CO
<
61
0
2
W

S
»






>4
-^


bJ

O*

OH
U
e-.

^^
2
Q

<

Z
o

g__
c.
H4
a

en
u
a

w
bl
a
o
X
u*







w u
£1 Q
M O
W O

z
o
&• 1-1
2 e*
•z u
M M
< M
E- in
2 VI
0 <
U J
u









o
o
(NO O
0 - 0 O 0

U"l i-4 ^ P*» ""»

0 O 0 0 00
4J iJ JJ 4J O iJ
aiO.cucua.cu .-MO.











4
4)
C «
i  M
«j .s: .e c
0 .u .u D
w tu 4) .Q
Ort i^ ^^
o o "^
.-< « Li V4 >,
4) £ 4) 0 O £
C U C ~4 —I «J 
4J4)OUUUH4>|
in jj ij j-i AJ j-i S x













in
U
•^
n3 —
£ T3
O 4)
U 3
< C
Ifl ki  U
•^ ^4 CJ "3 ^^
4J ^ 3 ~i
fl O ^ C 'tj
§ ^ a - f
W "0 ' -a
a
C 3J
•H 4)
in
ki
4) 4)
4j ' *
13 VI
3 fl CN
^1 ^ r^
^J > '
c vn
3 -c
0 -a
kt —4
5^ W(
-1
c in

"0
t3 C
U —I

CJ
41 0 «
4J AJ •• 11
4) ~- C
-a u ^ «j
3 -X J=

U 3. 41
01 -4 O
3 ^ C U
-H -I Q
in , 0
0 JJ w
Cu -H 44

tN
O






2
1
^4
U •
0 U
-t in
fl -i
= S





























41 <
« U , r £ £«j

•U 41 41 11 O
11 0 0 C ki
0 ki u « - O
k, o 0 S 0 -• «
— i jc j: o -: u s
i U O >*- J Q 0
O "4 -H 0 -» S *•!
HI 73 -a ki -3 O 0
w i i o i w e
U - - JS .-^kiO
u — i ,-H o—t-a^ac"














• -












'j ft
,^j

0 3) —4 —4
y T> o ii •
u i. 3 'J
'M  o —
0 .H -J IU
•H T3 -H W
-j — i J-J £
• 0 kl -4

C JJ >, fl
t3 fl U u C
4) 3 -4 •-<
JJ in T3 -t =
3 C 0 ^ S3
— i o w a jj
-• o a. s* c
a^H 0
.tj -t ki U
,-( Tl 4)
0) 'J U U
kf *— 4 --4 T] 1)
0) (0 £ 3 4J
3 in 4) T3 -a
a.C C 3
U 3 T3
ki " 3
4j *O -U ^ 0
fl kl
3 4) T3 41 3»
D « JJ -i
U "8 3 U _;
fl 3 .0 U *>
VM ->4 in
4
-. 0 41 ^
"3 w j; o
z < a. c.
™/
3
•-
•"*
—
-i































































                                    A-15

-------
'O
3

C
C
a
u
•
M
.J
-o^ino in
^j i^ CT^ XT ** *^ cn J^ 03 ^^ CO CD CO ^^ ^O \^ CO ^O
f*^ \o 1—4 *••< co r** r** ^H i/^ ^* f** '•^ rvj f*\ co co ^ ^^
OOOOOOOOOOOO 0000 00

OuiOcnO^Ln(/li/)tnuni/> cnror^t^i roro
^TVfNVU^ VVVVVV V V V V VV
^H fN f^l

01
M
.-0 « J2
« J3 0" ^
« a) jj c o *H
01 C 01 iTJ 01 0
c .u o -= •-» =
0) 0> « •« -C U jj J3 C J3 01
T3 — 4 01 01 JJ O 01 *HQ cc oi—< S-- o-^»Hoa
«WJ=iTJflJ OJ= O«l« CO>iC-H
11 0 -tJ — -C UU «U O — i 01 •
"C — < 11 JJ J-i O1^ *OIO "^ 0 J^-HQ£JJ
•-< _c o o^ u — i u, oic3 - c acwa3
U (J W M W £iJ C 01 — < "t 01 — • HJ 01 -* .Q
0 OOO OOI OIN1" 7^^ 5s -* O >» I
••^:cj;jrj:«ui«co)t4Oc 3-1131
*^5''0'T30)'-4Wi.c — < '^OCJO^OO
C >sJ=l 1 IN >>35sOU A .CCIICOOO)!

O ^
Wi
0) 4J
— < X
••H U
T3 *O
>—t - <




(0
o
u
F
O
< T? 	 " ' " .
£/) • 1^ 3
C 03 C
0 «1 01 ••*
ja a -i -J
w —4 ui o c
fl JJ i-^ 3 O
U fl 0 C 0
o e = > — •
-, 0 01 -i
TJ W ^Z 0
~ < 2, —
"^
3
Z
r\

-H
v£ ^O ^^
^ * CN ^r
ui fN r^ cr^
i-*^ CO ~~* "H ~^
oo o o a

n <*i r*i P*^ f*i cj ^3
V V V V V — I — t
'/ V







r*4
0
.a .a c
-H -» 01 •• «
0 O J= « W 01 0»
U) C a rH U C C
»P^ (jj I-H 0 '*^ ^ "^
C^5sCT3 S N -<
dj Qi Q^ (U ""^ f^ C *H
c JT a -• o o -i
o a -i >. o v< >,
w o >• — •-• ii o-c
OIW^4JO —* — < -J
u a, -u a; N — J JT a;
(fl Q U ff C "^H CJ S
1 !0 1 -H 0) 4-1 — * -H
£-~«.^T3ja O T3T3
Vj

X
u
01
w
fl
a

















                                        A-16

-------
•u
01
3
C
C
0
o
Cd
J
CO
<
6*


























































a
e->
h4
CO


f .
y*
Z
<;
Z
t-4
Z
<
t.
z
o
u

•j}
o
z
jj
Of
Cv.
U
o:









>•
±4
M
J
<
3
0<
a
u
e*
<
2

a
Z
<

Z
o
M
£4
(^
HM
M
a:
(j
CO
u
a

^
u
»J
03
O
as
04







a
a
0
o

z
o
£4
<
u
H4
Cb
1-4
CO
so
<
J
o













O -4
rsiiarNr~(D'T^O

oooooooo -o
4^J 4^ ^J >W xJ ^J -U 4*^ C
3
OOOOOOOO 0
_|V4I^^4~4'-I^4,
C « 3 £ £
•-i V •— I JJ
*J C 0 £ T3
CO) JJ ia 01
ON 1 JJ
y c o iJ
— 01 H -0
J 0) O -H
M 0 C U — (
y 01 u o> 0  * >
2 -H -4 10 C 01
iO '-I JS « — --HOIC JJ
CN— lyoijj —ico) o
u, c -4 c a -H •-( w c
O (0 ij 01 ^ c e z:
,-4jJ— IC>4 1 « — 1 0 0 --< C >4
—t -CT.C>i.C>4>,. ^
-^ o o) — i
iO Li jS 0
— < c. —



J3
^J



•o

<0

«
04
(0
U)
O
a.
U)
• 04
T4
U
C
o
• H
JJ
u
3
•a
o
14
a.

01
^
j^

>•
^

T3
0)
U)
3
iO
y

c
o
•H
JJ
3
•H
r-<


kl
01
JJ
nj
2
T3
C
3
0
)-
a
(—
(N
0






(0
• c
0
.a
u
iO
y
0
^^
5









i
s
2

"y

U4
0

>
JJ
JJ
•»-4
y
•«j
>
c
•-»

w

JJ
cn
u
2

T3
C
«


4J
0


tfl
(Tt
'y
JJ
a
41
o
X
0)

%
••4
\
en
3.

2
.-4

u
c
0
y
^00

>
Jj
•04
0-4
•H
u
ITJ
iW

c
o
•H
JJ
o
3
1
14
a.

— *
 o o
s o o o o
0000
c o • o «
0 .0 - 0
c in -* o in
33 i 0)
O JJ «J «J JJ

















- • "

























o
-4
£.
O
f3
X
01
£.











































o
0-t
V

_
3
in
U^

«
0)
c
01
• 04
•o
<0
JJ
c
01
a
0
*H
u
X
u
0
w
0
0H
.c
u
<3
X
01
-C










































O/^
\J
0 0
0-1 —1
V V





CD
in
J^

31
01 &
cu
01 — •
JJ
c *
01 01
a. c
0 0)
-< M
u s
> 01
U J3
0 0
i-i u
0 0
-4 0-4
£ -C
0 0
« rfl
JJ X
U 01
0 -C
























1
2
*••
^
3
u
"*"^


































































                                       A-17

-------
3
C
C
0
y
<

Cd

a
u
o
z
u
a:
a

a
06





?*
&**
H
j
<
3
CX

QL
a
f*
((g
2

a
z
i^
z
o
M
E*
a.
H^
u
cd
a
z

,-j
a
o
a:






Cd Cd
e- a
M 0
CO U


z
o
fr* M
z e*
z u
Z ft.
*4* ^
f« CO
Z CO
O <
U pJ
CJ




_(
f-t


JJ
TJ

u
CU
JJ
<0
2
73
C
3
0
Vl
C7^

C O
•H lO
*.
s ^"in^rtoooo
3 CD m oo v OOO
0 — 'H vO fl
U-J ...
01
^4

3
0)
co c
JJ * H)
C 01 f
<0 » 73 JJ 01
•H —. -H 01 C —I CU
S-H W 0 4) CU OC
ttX 0 Si S JS CO)
JJ» rtflCU JJ fl 3
0 y J— JJ O 73 J^ 0
U C O 01 U >, 01 JJ
•-» cu -H o o ^: g o
<4rf Cklkl«^CU U
0 • 0)*JOCU^73CUO
O •-« 1 .H C O *H C tH
CUC >-tJZO)flflOIJ=
Ol 0 £«U3MNNU
nj >-• it) « w 0 0) 0) oi U
W S-H-U-WW^DjO-tJ
CTI -^
c -^
3" T3
o c
*"^ nj
"^ ^
0
Ct, it)

CD
o







CO C
o eo o
CO -H O jQ

0 iT3 JJ f "3
0 ft fi 0) 0
O -H 0 JZ —
— ( -H Vj JJ 03
< < _ < U X








T1


a cu
M JJ
*g
C -I
•H X
11 0
c a
o a,
O fl
0 »

c
73 CU
01 -U
> C
0) 0)
•H Q,

JJ
0 0)
CO S

< 73





















3s!
CN


•n "5
«' -J
Oi jQ
> -H
01 JJ
u co
01 •-<
(, fM

Jjj ^
O 0
•C
2 co
0)
^ CP
•- ^ ^
<-* CJ

'y a
ifl 4)
«W W
IW 73
0 C
j>»
•H rM
e -3
•H J
U
> -H
C CO
f— J ^J , ,

•H S CT>
— ( oi S

sue
O* **"^
^ .
cu « y
JJ C
n) eo o
c cu
3 > C

W O -H
O co jJ

<3\
CN
o





• ' "* '

CO
co a
y eo o
co -H y J
rH JJ --1 U
0 IT) *> fl
o a s o
p*t -~ ^ ^ rfl
< < < s








SS2S

«-t »• * CD 
V V



V
c
01
X
01
,c
0

y
y

_-,_
f^
>*
(0
e~
*4
>,

0)
g

I
1
— .  c c c
*J ^^ ^ i*H
V > > >»
*! S 2 1











co
0
JJ
2


fl
S-l
ca fB
cu cu
JJ r-(
at y
— 3
nj C
jj --t
js o
a, o.
— H
T3
3

•H
«J
C
0
u
£2££££o£;n
V CT* C^ TT ^3* ^ l/l ^r *p
"^ «H ro
V V V V V





cu
cu

c

JQ
^•fc
fH
^
u; o) o> 01 oi
JJ C C C C CU CU
0) 01 0) 0) 0) C C
>H M N N N 01 Or
>i C C C C N N
^ at oi oi oi c c
jj «fl J3 jQ «O tt) CU
3 >* >^ ix ^ >*^ ^H
dJ 1 4) jfi ^ JM Jw ^1 ^
c -H c jj jj jj jj j; js
CU ^^ 4j CU CU CU CU JJ 4J
C 
-------
•o
41
3
C
e
o
u
<

ca

a








































H
g*
M.
W



£*
Z
(^
w
W

Z
(^
E-
Z
O
0
u
o
z
w
OS
M
Eb
U



>
M
^
d

OS
u
£4



Q
Z
z
0
H
f*
M*
OS
CJ
(A
M
O

z
H
*H
03
O
at
04

u
a
o
y

z
o
M
£»
1^
Ft


Du
M
W
en
CJ








*
C

Q
hi
a

pH
J£
•U
6
i
CN
*•*
















01
pH
0
0
<








(*>
V

V








4)
C
i
1
^
JS
4J
g
•H
|
CN
^H
>
*
41
1















01
U
•H
4J
«J
*§.
pH
<








r-l


V



4)
e
4)
N
C
JB

^^
>•
41
>i
A
4J
£
pH
^•^
<-»
^
.C
4)
g
1
^H















U)
y
•H
JJ
1
kl








CO
V

V



41
4)
N
C
JS

^^
>
4J
4)
>i

4J
S
1
^^
V
^
£
1u
S
1
fH













-w
c
Q
^J
^4
fl
u
0
fl
z








00

pH


















41
C
fl
£
^
Qj
fl















01
4)

fl
rH
5
4J
a.








ci ro ro m
VVVV

VVVV





'
4) 4)
C C
41 4)
N N
C C 4)
PHP? 1
>. >. C
" J
41 41 PH 41
e e >• c
•H — i a, 4)
U M O p*
Jj 4-1 U (fl
i i a .c
in v o •»->
* * W «C
» - 1 fl
pH pH PH ^
Si >i >^ £.
5554)
41 4) 4) S
1 1 1 1








(0 *-
ij 3
fl C
0 '^
w c
nj o
U
U —
«•
4)
!>H
o
3
C
>, .
1








r^ ro \f) &\ (*i CN oo 03 oo co 03 in c*i CN in co
v^ if) pH ^O pH CO *>O **O *iO iP ^^ in 03 fl C^ vO
pHpHrOpH 03 CNinv
V V V V V V V
0
e
2,
0
a
1
CN
1
"> PH 4)
X O •"
0 C fl
£ IQ PH
4) *J .u iq
C 0) 01 4) 01 G £<-•
4) CCC pH4)pH *JpH
4)« 0
01 JJ 4)4)4) 4)|.UC4)4J4)'-o4J
pH.C & £t a EJpHCiQC'OJJpHI
Ifl Q. -HpHpHpHI>i4)-i-l4)pH(a>iV
jr 13 ^^^opHjrOiC^flpHx^-
4J C ^J=£CI-U001-UjCr04)
.C PH CU 4J ^J *J 13 ^1 4) PH CM 01 AJ iC4>4)4).exeOl 0 £ -U -H C
flj=oigae-uoi x . o
c j-j N — i -PH — i o) £ v u i o a .c .a
>, B CU -1 4J U X 0) pH >, > ^ >pH 4) fl
.c -H .a i i i oe>£— ^axt u
4)1 >- « •> »acN4JO)0)uua—M
S(N.Q~'4) g £ J-) O.J3 M^
I » 4J » « » 1 t I 1 1 4) -H ••* -PI >i
CNpH CUpHpHpHCNpHCNCNV*J'O'CJ3^











- • i - ••









—
3J
a
w
^
w
p
-


PH CN O O m
CN J in PH in
in












41 4)
0) C
•a « o-
•H 01 JJ
W C 4)
O 41 .*
pH PH
•« ^ pH
O & >
4J J£
01 pH 4) -U
C 004)
4) 4) C hi
pH C HJ 0 PH
^. rt 1 i .—A ^.
^* W +^ *"* ^1
A -U 3 .5 £
•U 4) -3 CJ *J
4) U 1 -H 4)
g fl CN T3 S

CD
4)
pH
•H
pH
O


















                                         A-19

-------
4)
3
C
•H
4J
S
0
u
<

u
03



















































u
g_t
M
W





5"!
Z

Z
w
*2
<

^—
z
o
0

u
o
z
w
OS
u
?l
as







*
M

~J
^
3
o*

(X
Ed
c*
^ j



a
z

z
o
M
A
JS
o
U)
fid
a
M
S
0)
o
a:
a.






u
a
o
o


jg

o
M
£*
^
0
M
&J
)-H
C/3

<
*J
o













I


















<
u
c
5
4)
0
o
u
•H
4J
1
-H
1
*H






















a)
^•4
O
JS
0
o

•*













P» 00
00 U")




















"o
V i«
a *J
a, .a
0 l
U >
0 JZ
A ^
4J S
1 1
^ IN




















W
U 01
•H O

IT) W
X IT)
a e
•*•< o
r-( U
< <











(^
«
U? ^



















p- 1
0
c
«J
§"3
u c
(N U
1 41

X >.
0 X
JT o
4) JJ
S 4)
1 1




















•
1 U
>. X

II
1 1












•S'S
JJ 3
IT) C
g -H

M C
(0 0
U
1. ^^
fl

fH
o
3
C
;*
0
0.













O
r-t


















^
0
2
s
1
(N
1
>

4
J=
M
O
0
.c
u
fl
u
01





































s o
0 1* O
•H 4) O (*1
4J OJ O >
lH -H CM \S
O Q 3  U

































0
n




T3 C
C 0
(0 -H

U C
C -H
•H S
>-( (T)
C tj
3 C
0
£ 0
0
M >H
0
en w
c
•H TJ
^r c
O fl
ft)
4) n
-H C
o 8
XI O!
41 -l
•O <-t
«a
s 
U r-(
11 0)
-U JJ
« fl
J 3
II

0 tj
L, C
CJ -H

S
0








, - •*
M
0 M
•H a
•iJ •M
nj 4J
j^ ttj
/^ ss
-M B
-^ W(
< <








0
O
^
^
t.
~ 0
X
a> (N
VjJ
C V
•H

.
0
C
0
o


£
D
4J
U)
N
tfi
4)
y
41
>
o
a
^j
T)
2 41
D c:
W ^-1
It) -H
3 »] C
Cf) *"H
M -H
U -3
2 o
a. >
c
>• G
A Z




0
^J
t)
£

U
T)
• - •
(fl • U
C t)
o D
_Q ^H
l-i W CJ
fl ^ 3
CJ 0 M
^ S 4T
T) -C 0
~ — 0.
^^
•O
^
.•
H
•^
5
^
d o
O 0 0 0 O

^H ^jQ F^ rO ^

00 000 GO CO \Q
V V V
o ^r ^j* o o
0^ CD CO CO 00
V V V V V







1
1 ^
-*«« >*
"H C
>i 4)
DC JS 4)
c cu as
4) j; 41 o
N Q, C -» C
C -H 01 *4 4> 4)
0) TJ N >. JS. C
J3 1 C C O, 4)
> . 41 0) 0 M
X -t A -C M IS
o i 4) o a, c v
OlC^Cki 0 $J3
C4)~*-HjJ^l«i il-~
•HI K -H 1 0) -* -H 0 X
it) f t*^ 1 1 Q< T) 0 »C J»T
^4 >*yT ^ >Y

1 i I"? if aif
1 1 1 -H » ^





























                                       A-20

-------
-o
0)
0
o
03














































w
g*
M
CO





f-
z

z
M
£
*c
e*
z
o
CJ

M
CJ
z
U
IX
cu
i,
M
a








9*
e-
M
U
^
cx
ee.
a
3

a
z
<

z
o
M
5"
S
«
en
Q
y
«
0
O
a:
a



u
a
o
CJ



z
o
ft
e-

a
^
^
h*4
V)
VI
«c
ij
CJ
















t^^^v^i^^cOO^O'sO^O^^ v0 v0 CQ
PO PO p*1 ro n n <*H ro PO ro P1") n PO CH m P*I
vvvvvvvvvvvvv v v v






I
0
M U
4) "O 'O
v at c > qj -H
c a) »s^^>tJJ'-*>^^!U •»! .£
^ >• £ M >i-U >• O d- >• S >• TD ^J -— ' (/) CU
(U ^^ O ^ ^ U C CU ^ ^J 0 O C * 5^ C 1
••• O C **^ f^ Q Q ^5 ^j O 5 ^ 3 ^™^ ^> 0 2«
a >. -c >^ a- > JT u >, z, > -c >. s .13 u
0 «i" -^ C 5** 0 -C -tJ C ^J 0 -3 ^J *J i O 0
a,4)S£3a,ajIaJa,i)eS''r2!c










tn ._
o rj
•* 0)
•U 3
2 ^
0 *J
u, c
ITJ 0
O
tn z H^4Jr-CN'UjJjJJJ
V V V V
PO i^ O O 'H PO *^ T ^*
O O -* CN fN f-t O O O
V V V V VVV





(U
c
0)
* * *J
4) 1) * 4)
« « C « T3 0) 0
 CO/11 0) O Q. > fl 0
— T)OO O "3 O J= >- (0
'j j;ijw«VjVji-i-iJjJ --i
•"OoeowoaiD
U ,

V)
4)
fl
'o












, -.





!

                                   A-21

-------
                       »  •
<:
tn
c
oqjpoo
—
^


co
-H
0
OJ
^
n.
r aromatic£
(continued)
' 'm
/nucle<
*-4
O
r>









I
1
\ I
>>
+J
••^
U
0
•••H
M

<
1
*

•a
0)
•U
o
(U
4J
Q
UJ
4J
0
z
I
a
z



^
c
.4)
iO
-
-------
         TABLE A-2.  REFERENCES  LISTED IN TABLE A-l
  1.  Personal  Communication.  Mr.  Leon  Oberdick,  Pennsylvania
     Department  of  Environmental  Resources,  Reading,  PA.
     June  21,  1979.

  2.  Personal  Communication.  Mr.  John  Osgood,  Pennsylvania
     Department  of  Environmental  Resources,  Harrisburg, PA.
     June  19,  1979.
  3.  Personal  Communication.  Mr.  Thomas Massey.   U.S. Environ-
     mental  Protection Agency, Philadelphia,  PA.  May  17,  1979.

  4.  Personal  Communication.  Mr.  Carlyle Westlund, Pennsylvania
     Department  of  Environmental  Resources,  Harrisburg, PA.
     June  19,  1979.

  5.  Hatayama, H.K., Simmons, B.P., and R.D.  Stephens.  The
     Stringfellow Industrial Waste Disposal  Site:  A  Technical
     Assessment  of  Environmental  Impact.  California  Department
     of Health Services, Berkeley, CA.  March 1979.

  6.  Buhts,  R.E., Malone, P.G., and D.W. Thompson.  Evaluation of
     Ultraviolet/Ozone Treatment of Rocky Mountain Arsenal (RMA)
     Groundwater (Treatability Study).  Technical Report Y-78-1,
     U.S. Army Engineer Waterway Experiment  Station,  Vicksburg,
     MI.  January 1978.
  7.  Steiner, R.L.,  Keenan, J.D., and A.A. Fungaroli.  Demon-
     strating Leachate Treatment:  Report on a Full-Scale
     Operating Plant.  SW-758,  US EPA, Office of Water and Waste
    Management, Washington, DC.   May 1979.
  8. US EPA, National Enforcement Investigations Center.   Partial
    Listing of Compounds in ABM-Wade Disposal Site Samples.
    Unpublished Memorandum to US EPA Region III Enforcement
    Division,  Philadelphia, PA.   April 25,   1979.

 9. Pennsylvania Department of Environmental Resources.   Results
    of DER Samples  of Bridgeport Quarry Taken on April 23, 1979.
    Unpublished Data.   Pennsylvania. Department of Environmental
    Resources,. Nornstown, PA.   April 23, 1979.
10. Personal Communication.  Mr.  F.A. Jones, Jr.  Redstone
    Arsenal Carbon  Treatment Plant.   Unpublished Data.  Depart-
    ment of the Arny,  US Army  T(oxic  and Hazardous Materials
    Agency,  Aberdeen Proving Ground,  MD.  July 2, 1979.

                            A-23

-------
                   TABLE A-2 (continued)


11.   Personal Communication.  Ms.  Marilyn A. Hewitt.  Water Quality
     Report, Special Analyses Concerning Mayer Landfill, Springfielc
     Township, PA.  September 28,  1980.  Pennsylvania Department of
     Environmental Resources, Norristown, PA.  December 26, 1980.

 12.  Barth, E.F.  and  J.M.  Cohen.   Evaluation  of Treatability  of
     Industrial Landfill Leachate.   Unpublished Report.
     US Environmental Protection- Agency, Cincinnati, OH.
     November 30,  1978.

 13.  Dahl, T.O.   NPDES Compliance Monitoring  and Water/Waste
     Characterization Salsbury Laboratories/Charles City,  Iowa.
     EPA 330/2-78-019, US  Environmental Protection Agency,
     National Enforcement  Investigations Center, Denver,  CO.
     November 1978.

 14.  US Environmental Protection  Agency.  Report of Investigation
     Salsbury Laboratories,  Charles  City, Iowa.  US Environmen-
     tal Protection Agency,  Region VII Surveillance and Analyses
     Division, Kansas City,  MO.   February 1979.

 15.  Atwell, J.S.  Identifying and Correcting Groundwater Con-
     tamination at a  Land  Disposal Site.  In:  Proceedings of
     the Fourth National Congress Waste Management Technology
     and Resource  and Energy Recovery, Atlanta, GA.
     November 1975.   pp. 278-301.

 16.  Stroud, F.B., Wilkerson, R.T.,  and A. Smith.  Treatment  and
     Stabilization of PCS  Contaminated Water and Waste Oil:   A
     Case Study.   In:  Proceedings of 1973 National Conference
     on Control of Hazardous  Material Soills, Miami Beach, FL.
     April 1978.  pp.  135-144.
 17.  Stover, E.L. and A.A. Metry.  Hazardous Solid Waste  Manage-
     ment Report.  Pennsylvania Department of Environmental
     Resources,  Division of  Solid Waste Management, Harrisburg,
     PA.  November 1976.
 18.  Interagency Task Force  on Hazardous Wastes.  Draft Report
     on Hazardous Waste Disposal  in  Erie and Niagara Counties,
     New York.   SW-Pll (3/79).  Interagency Task Force on
     Hazardous Wastes, Albany, NY.  March 1979.

 19.  Personal Communication.  Mr. Steven Lees, US Environmental
     Protection Agency, Cincinnati, OH.  August 2, 1979.

 20.  Beck,  W.W.  Jr.,  Evaluation,of Chemical Analyses Windham
     Landfill,  Windham, Connecticut.  Letter to Mr. Donald E.
     Sanning.   US Environmental Protection Agency, Cincinnati,OH,
    January 26, 1978.
 21.  Personal Communication.  Mr. Steven Lees.  Compilation of
    Data Related to  LiPari Landfill.  US Environmental Protec-
     tion Agency, Cincinnati, OH.  August 2, 1979.

                           A-24

-------
                      TABLE A-2  (continued!
 22. Personal Communication.  Mr. Steven  Lees.  Compilation of
     Love Canal Leachate Data.  US Environmental  Protection
     Agency, Cincinnati, OH.  August  2,  1979.

 23. Brezenski, F.T.  Laboratory Results  - Kin 3uc  Landfill.
     Unpublished Data in Memorandum to R.D. Spear,  Chief
     Surveillance and Monitoring Branch.  US Environmental
     Protection Agency.  January 24,  1978.

 24. Isacoff, E.G. and J.A. Bittner.  Resin Adsorbent Takes on
     Chlororganics from Well Water.   Water and Sewage Works,
     126 (8) : 41-42, 1979.

 25. Sturino, E.  Analytical Results:  Samples from Story
     Chemicals, Data Set Others 336.  Unpublished Data.
     US Environmental Protection Agency,  Region V, Central
     Regional Laboratory, Chicago, IL.  May 1978.

 26. Personal Communication.  Mr.  Andrew  W. Hogarth.  Unpub-
     lished Data:   Report of Sampling, Hooker Chemical Corp.
     Monitoring Wells,  Montague, Michigan.  December 1978.
     Michigan Department of Natural Resources, Lansing, MI.
     August 7,  1979.

 27. O'Brien, R.P.  City of Niagara Falls, New York, Love Canal
     Project.  Unpublished Report.   Calgon Corp., Calgon
     Environmental Systems Division, Pittsburgh, PA.

 28. Recra  Research Inc.   Priority Pollutant Analyses Prepared
     for Newco  Chemical Waste Systems, Inc.  Unpublished Report,
     Recra  Research Inc., Tonawanda, NY.   April 16, 1979.


29.   Personal Communeiation.  Ms. Deborah Mulcahey.  Unpublished
     Data:   Analytical Results of Data Set - EDO 489, Collected
     at Bofors-Lakeway, Inc., Muskegon, Michigan by U.S.  Environ-
     mental Protection Agency Region V, February 12,  1980.
     Michigan Department  of Natural Resources,  Lansing,  Michigan.
     December 18,  1980.

30.   Personal Communication.  Ms. Deborah Mulcahey.  Compilation
     of Data related to Chemcentral-Detroit.   Michigan Department
     of Natural  Resources.  December 18,  1980.
                            A-25

-------

-------
                           APPENDIX B

            ALPHABETICAL LISTING OF RCRA POLLUTANTS
     The Hazardous Waste and Consolidated Permit Regulations
which appeared in the May 19, 1980 Federal Register contain
three lists of hazardous wastes:  (1) acute hazardous (Sec.
261.33(e)}, (2) hazardous (Appendix VII), and  (3) Toxic (Sec.
261.33(f)}.  These three lists are consolidated into one alpha-
betical listing in this appendix to facilitate location of a
compound.  The RCRA category (1,2, or 3) above is indicated for
each compound.  Multiple entries for a compound indicate that
the compound appears in more than one category.
                              B-l

-------
               TABLE B-l.  LIST OF RCRA POLLUTANTS
      Compound
  RCRA
Pollutant
  Group
Compound
  RCRA
Pollutant
  Group
Acetalaldehyde             H, T
(Acetato)phenylmercury     H
Acetone                    T
Acetonitrile               H, T
3-(alpha-AcetonylbenzyD-  H, A
 4-hydroxycoumarin and
 salts
Acetophenone               T
2 Acetylaminofluorene      H, T
Acetyl Chloride            H, T
l-Acetyl-2-thiourea        A, H
Acrolein                   A, H
Acrylamide                 H, T
Acetylene tetrachloride    T
Acetylenetrichloride       T
Acrylic acid               T
Acrylonitrile              H, T
AEROTHENE TT               T
Aflatotoxins               H
Agarin                     A
Agrosan GN 5               A
Aldicarb                   A
Aldifen                    A
Aldrin                     A, H
Algimycin                  A
Allyl alcohol              A, H
Aluminum phosphide         A, H
ALVIT                      A
4-Aminobiphenyl            H
6-Amino-l,la,2,8,8a,       H, T
 8b-hexahydro-8-(hydroxy-
 methyl)-8a-methoxy-5-
 (methylcarbamate azirino
 (2',3':3,4) pyrrolo
 (l,2-a)indole-4,7-
 doine(ester)
 (Mitomycin C)
Aminoethylene  --           A
S-(Aminomethyl)-3-         H, A
 isoxazolol
4-Aminopyridine            A, H
          Amitrole                 H,  T
          Ammonium metavanadate    A
          Ammonium picrate         A
          Aniline                  T
          Antimony and Compounds,
           N.O.S.1                 H
          ANTIMUCIN WDR            A
          ANTURAT                  A
          AQUATHOL                 A
          Aramite                  H
          ARETIT                   A
          Arsenic and compounds,   H
           N.O.S.
          Arsenic acid             A,  H
          Arsenic pentoxide        A,  H
          Arsenic trioxide         A,  H
          Asbestos                 T
          Athrombin                A
          Auramine                 H,  T
          AVITROL                  A
          Azaserine                H,  T
          Aziridene                A
          AZOFOS                   A
          Azophos                  A
          BANTU                    A
          Barium  and compounds,    H
           N.O.S.
          Barium  cyanide           A,  H
          BASENITE                 A
          BCME                     A
          Benz[c]acridine          H, T
          Benz[a]anthracene        H
          Benzal  chloride          T
          Benzene                  H, T
          Benzenearsonic acid      H
          Benzenesulfonyl chloride T
          Behzeriethiol             A, H
          Benzidine                H, T
          1,2-8enzisothiazolin-3-  T
           one,  1,1-dioxide
          BenzoCajanthracene '      H, T

                             (continued)
                              B-2

-------
                       TABLE B-l (continued)
      Compound
  RCRA
Pollutant
  Group
Compound
  RCRA
Pollutant
  Grouo
Benzo[b]fluoranthene        H
Benzofjjfluoranthene        H
Benzo[a]pyrene              H, T
Benzoepin (Endosulfan)      A
Benzocrichloride            H, T
Benzyl chloride             H
Beryllium and compounds     H
 N.O.S.
Beryllium dust     -         A
Bis(2-chloroethoxy)         H, T
 methane
Bis(2-chloroethyl) ether    H  T
N,N-Bis(2-chloroethyl)-     H  T
 2-naphthylamine
Bis(2-chloroisopropyl)      H, T
 ether
Bis(chloromethyl) ether     A, H
Bis(2-ethylhexyl)           H, T
 phthalate
BLADAN-M                    A
Bromoacetone                A, H
Bromomethane                H, T
4-Bromophenyl phenyl        H, T
 ether
Brucine                     A, H
2-Brutanone peroxide        A, H
BUFEN                       A
Butaphene                   A
n-Butyl alcohol             T
Butyl benzyl phthalate      H
2-sec-Butyl-4,6-dini-       A, H
 tro-phenol (DNBP)
Cadmium and compounds,      H
 N.O.S.
Calcium chromate            H, T
Calcium cyanide             A, H
CALDON                      A
Carbolic acid               T
Carbon disulfide            A", H
Carbon tetrachloride        T
Carbonyl fluoride           T
           CERESAN                 A
           CERESAN UNIVERSAL       A
           CHEMOX GENERAL          A
           CHEMOX P.E.              A
           CHEM-TOL                A
           Chloral                 T
           Chlorambucil             H,  T
           Chlordane               T
           Chlordane (alpha and    H
            gamma isomers)
           Chlorinated benzenes,    H
            N.O.S.
           Chlorinated ethane,      H
            N.O.S.
           Chlorinated naphtha-    H
            lene, N.O.S.
           Chlorinated phenol,      H
            N.O.S.
           Chloroacetaldehyde      A,  H
           Chloroalkyl ethers      H
           p-Chloroaniline          A,  H
           Chlorobenzene            H,  T
           Chlorobenzilate          H,  T
           l-(p-Chlorobenzoyl)-5-  A,  H
            methoxy-2-methylindole-
            3-acetic acid
           p-Chloro-m-cresol       H,  T
           Chlorodibromomethane    T
           l-Chloro-2,3-epoxy-      H
            butane
           l-Chloro-2,3-epoxypro-  T
            pane
           CHLOROETHENE NU          T
           Chloroethyl vinyl ether T
           2-Chloroethyl  vinyl      H
            ether
           Chloroethene             T
           Chloroform              H,  T
           Chloromethane            H,  T
           Chloromethyl methyl      H,  T
            ether

                            (continued)
                              B-3

-------
                       TABLE B-l (concinued)
      Compound
  RCRA
Pollutant
  Group
      Comoound
                       RCRA
                     Pollutant
                       Group
2-Chloronaphthalene         H, T
2-Chlorophenol              H, T
1-(o-Chlorophenyl)          A, H
 thiourea
3-Chloropropionitrile       A, H
alpha-Chlorocoluene         A, H
Chlorotoluene, N.O.S.       H
4-Chloro-o-toluidine        T
 hydrochloride
Chromium and compounds,     H
 N.O.S.
Chrysene                    H  T
C.I. 23060                  T
Citrus red No.2             H
Copper cyanide              A, H
Creosote                    H, T
Cresols                     T
CRETOX                      A
Coumadin                    A
Coumafen                    A
Cresylic acid               T
Crotonaldehyde              H  T
Cumene    '                  T
Cyanides (soluble salts     A, H
 and complexes), N.O.S.
Cyanogen                    A, H
Cyanogen bromide            A, H
Cyanogen chloride           A, H
Cyanomethane                T
Cycasin                     H
Cyclodan                    A
Cyclohexane                 T
Cyclohexanone               T
2-Cyclohexyl-4 6-dini-      A, H
 trophenol
Cyclophosphamide            H, T
D-CON                       A  -
Daunomycin                  H, T
DETHMOR                     A
DETHNEL                     A
ODD                         H, T
DDE
DDT
DFP
Diallate
Dibenz[a
           1
           1 /
           3 ,
           1 /
                                   H
                                   H,
                                   A
                                   H,
                                   H
                                   H
                                   H
                                      T
                                      T
                                      T
         hjacridine
Dibenzfa,j Jacridine
Dibenz(a,h]anthracene
 (Dibenzofa,h]anthra-
 cene)
7H-Dibenzo[c,g]         H
 carbazole
Dibenzo[a,e]pyrene      H
Dibenzo[a,h]pyrene      H
Dibenzofa,i]pyrene      H,
Dibromochloromethane    T
l,2-Dibromo-3-chloro-   H,
 propane
1,2-Dibromoethane       H,
Dibromomethane          H,
Di-n-butyl-phthalate    H,
Dichlorobenzene, N.O.S. H
1,2-Dichlorobenzene     T
 ,3-Dichlorobenzene     T
 ,4-Dichlorobenzene     T
 ,3 '-Dichlorobenzidine  H,
  4-Dichloro-2-butene   T
3,3'-Dichloro-4/4'-     T
 diaminobiphenyl
Dichlorodifluoromethane T
1,1-Dichloroethane      H
1,2-Dichloroethane      H,
crans-1,2-Dichloroethane H
Dichloroethylene, N.O.S.H
1,1-Dichloroethylene    H, T
1,2-trans-dichloro-     T
 ethylene
Dichloromethane         H, T
Dichloromethylbenzene   T
2 4-Dichlorophenol      H,
2 6-Dichlorophenol      If,
                                      T
                                      T
                                      T
                                      T
                                                    (continued)
                               B-4

-------
                       TABLE B-l (concinued)
      Compound
  RCRA
Pollucanc
  Group
Compound
  RCRA
PoLlucant
  Group
2 ,4-Dichlorophenoxy-
 acetic acid
Dichlorophenylarsine
Dichloropropane
1,2-Dichloropropane
Dichloropropanol , N.O.S.
Dichloropropene , N.O.S.
1,3-Dichloropropene
Dicyanogen
Dieldrin
DIELDREX
Diepoxybutane
Diethylarsine
0,0-Diethyl-S-[2-(ethyl-
 chio) ethyljester of
 phosphothioic acid
1,2-Diethylhydrazine
0, 0-Diethyl-S-methyl-
 ester phosphorodichioic
 acid
0,0-Diethylphosphoric
 acid/  0-p-nitrophenyl
 ester
Diethyl phthalate
0,0-Diethyl-0-(2-pyra-
 zinyDphosphorothioate
0,0-Diethyl phosphoric
 acid, 0-p-nitrophenyl
 ester
Diethyl stilbestrol
Dihydrosafrole
3/ 4-Dihydroxy-alpha-
 (methylamino)-methyl
 benzyl alcohol
Di-isopropylfluorophos-
 phate (DFP)
DIMETATE (Dimethoate)
   A, H   1,4:5 8-Dimethanonaph-   A
           thalene, 1,2,3,4,
   A, H    10,10-Hexachloro-l,4,
   H       4a,5,8,8a-hexahydro
   H, T    endo , endo
   H      Dimethaoate              A,  H
   H      3,3-Dimethoxybenzidine   H,  T
   H, T   Dimethylamine            T
   A      p-Dimethylaminoazoben-   H,  T
   A, H    zene
   A      7,12-Dimethylbenzfa]     H,  T
   H, T    anthracene
   A, H   3,3-Dimethylbenzidine    H,  T
   A, H   alpha,  alpha-Dimethyl-   T
           benzylhydroperoxide
          Dimethylcarbamoyl         H,  T
   H, T    chloride
   H, T   1,1-Dimethylhydrazine    H,  T
          1/2-DimethyLhydrazine    H,  T
          3*3-Dimethyl-l-(methyl-  A,  H
   H       thio)-2-butanone-0-
           [(methylamino)carbonyl]
           oxime
   H, T   DimethyInitrosoamine     H,  T
   A, H   alpha,  alpha-Dimethyl-   A,  H
           phenethylamine
   A      2,4-Dimethylphenol       H,  T
          Dimethyl  phthalate       H,  T
          Dimethyl  sulfate         H,  T
   H, T   Dinitrobenzene, N.O.S.   H
   H, T   Dinitrocyclohexyl-       A
   A, H    phenol
          4/6-Dinitro-o-cresol     A,  H
           and salts
   A, H   2,4-Dinitrophenol        A, H, T
        ;' 2,4-Dihitrotoluene       H,  T
   A      2/6-Dinitrotoluene       H,  T
          Di-n-octylphthalate      H,  T
          DINOSEB                  A

                           (continued)
                              B-5

-------
                       TABLE B-l (continued)
      Compound
  RCRA
Pollutant
  Group
Compound
  RCRA
Pollutant
  Grouo
DINOSEBE                    A
1 ,4 Dioxane                 H , T
1,2-Diphenylhydrazine       H, T
Dipropylamine               T
Di-n-propylnicrosamine      H, T
Disulfoton                  A, H
2,4 Dichiobiurec            A, H
DNBP                        A
DOLCO MOUSE CEREAL          A
DOW GENERAL                 A
DOW GENERAL WEED KILLER     A
DOW SELECTIVE WEED          A
 KILLER
DOWICIDE G                  A
DYANICIDE                   A
EASTERN STATES SUOCIDE      A
ELGETOL                     A
EBDC                        T
Endosulfan                  A/ H
Endrin                      A
Endrin and metabolites      H
Epichlorohydrin             H
Epinephrine                 A
1 ,4-Epoxybutane             T
Ethyl acetate               T
Ethyl acrylate              T
Ethyl cyanide               A, H
Ethylenebisdithiocar-       H, T
 bamate (EBDC)
Ethylenediamine             A, H
Ethyleneinline               A, H
Ethylene oxide              H , T
Ethylene thiourea           H, T
Ethyl ether                 T
Ethylmethacrylate           T
Ethylmethanesulfonate       H , T
Ethylnitrile                T
FASCO FASCRAT POWDER        A
FEMMA                       A
Ferric cyanide              A
Firemaster T23P             T
          Fluoranthene             H,  T
          Fluorine                 A,  H
          2-Fluoroacetamide        A,  H
          Fluoroacecic acid,       A,  H
           sodium salt
          Fluorotrichloromethane   T
          Formaldehyde             H,  T
          FOLODOL-80               A
          FOLODOL-M                A
          Formic acid              T
          FOSFERNOM                A
          FRATOL                   A
          Fulminate of mercury     A
          FUNGITOX OR              A
          Furan                    T
          Furfural                 T
          FUSSOF                   A
          GALLOTOX                 A
          GEARPHOS                 A
          GERUTOX                  A
          Glycidylaldehyde         H , T
          Halomethane , N.O.S.      H
          Heptachlor               A  H
          Heptachlor epoxide       H
           (alpha , beta , and gamma
           isomers)
          Hexachlorobenzene        H , T
          Hexachlorobutadiene      H , T
          Hexachlorocyclohexane    H , T
           (all isomers)
          Hexachlorocyclopenta-    H , T
           diene
          Hexachloroethane         H , T
          1,2,3,4,10,10-Hexa-      A, H
           chloro-1,4 ,4a ,5 /8 >
         .  8a-hexahydro-l ,4: 5/8-
           endo , endo-dimethanona-
           phthalene
          Hexachlorophene          T

                            (continued)
                               B-6

-------
                       TABLE B-l (continued)
Compound
RCRA
Pollutant
Group
Compound
RCRA
Pollutant
Group
1,4,5,6,7,7-Hexa-           A
 chloro-cyclic-5-nor-
 bornene-2, 3-dimethanol
 sulfice
Hexachloropropene           A, H
Hexaechyl tetraphosphate    A, H
HOSTAQUICK or HOSTAQUIK     A
Hydrazine                   H, T
Hydrazomethane              A
Hydrocyanic acid            A, H
Hydrofluoric acid           T
Hydrogen sulfide            H, T
Hydroxybenzene              T
Hydroxydimethyl arsine      T
 oxide
ILLOXOL                     A
4 ,4-(Imidocarbonyl)         T
 bis(N, N-dimethyl)
 aniline
Ideno (1,2,3-c,d)           H, T
 pyrene
INDOCI                      A
Indomethacin                A
INSECTOPHENE                A
lodomethane                 H, T
Iron Dextran                T
Isobutyl alcohol            T
Isocyanic acid  methyl      A/ H
 ester
Isodrin                     A
Isosafrole                  H » T
Kepone                      H / T
KILOSEB                     A
KOP-THIODAN                 A
KWIK-KIL                    A
KWIKSAU                     A
KUMADER                     A..
Lasiocarpine   -             H/ T
Lead and Compounds /         H
 N. 0. S.
Lead acetate
Lead phosphate           H, T
Lead subacetate          H, T
LEYTOSAN                 A
LIQUIPHENE               A
Maleic anhydride         H, T
Maleic hydrazide         T
Malononitrile            H, T
MALIK
MAREVAN
MAR-FRIN                 A
MARTIN'D MAR-FRIN        A
MAVERAN                  A
MEGATOX                  A
MEK Peroxide             T
Melphalan                H, T
Mercury and Compounds,   H
 N.O.S.
Mercury                  T
Mercury fulminate        A
MERSOLITE                A
METACID 50               A
MATAFOS                  A
METAPHOR                 A
METAPHOS                 A
METASOL 30               A
Methacronylonitrile      T
Methanethiol             1
Methanol                 T
Methapyrilene            H, T
Methorny1                 A, H
2-Methylaziridine        A, H
Methyl chlorocarbonate   T
Methyl chloroform        T
3-Methylcholanthrene     H, T
Methyl chloroformate     T
METHYL-E 605             A
4... 4.rMethylene-bis-(2-   H, T
 chloroaniline)
Methyl ethyl ketone      H, T
 [MEK]

                 (continued)
                              B-7

-------
                       TABLE B-L (continued)
      Compound
  RCRA
Pollutant
  Group
Compound
  RCRA
Polluta:
  Grouc
Methyl ethyl ketone         T
 peroxide
Methyl hydrazine            A, H
Methyl iodide               T
Methyl isobutyl ketore      T
Methyl isocyanate           A
2-Methyllactonitrile        A, H
Methyl methacrylate         H, T
Methyl methanesulfonate     H
2-Methyl-2-(methylthio)     A, H
 propionaldehyde-o-
 (methylcarbonyl) oxime
N-Methyl-N-nitro-N-         H, T
 nitrosoguanidine
METHYL NIRON                A
Methyl parathion            A , H
Methylthiouracil            H , T
METRON                      A
Mitomycin C                 T
MOLE DEATH                  A
MOUSE-NOTS                  A
MOUSE-RID                   A
MOUSE-TOX                   A
MUSCIMOL                    A
Mustard gas                 H
Naphthalene                 H, T
1,4-Naphthoquinone          H, T
1-Naphthylamine             H, T
2-Naphthylamine             H, T
l-Naphthyl-2-thiourea       A, H
Nickel and compounds ,       H
 N.O.S.
Nickel carbonyl             A, H
Nickel cyanide              A, H
Nicotine and salts          A, H
Nitric oxide                A', H
p-Nitroaniline '             A, H
Nitrobenzene                H, T
Nitrobenzol                    T
Nitrogen dioxide            A, H
          Nitrogen mustard and     H
           hydrochloride salt
          Nitrogen mustard N-oxide H
           and hydrochloride salt
          Nitrogen perioxide       A, H
          Nitrogen tetroxide       A, H
          Nitroglycerine           A , H
          4-Nitrophenol            H, T
          2-Nitropropane           T
          4-Nitroquinoline-l-oxide H
          Nitrosamine ,  N.O.S.      H
          N-Nitrosodi-N-butylamine H, T
          N-Nitrosodiethanolamine  H, T
          N-Nitrosodiethylamine    H, T
          N-Nitrosodimethylamine  -A, H
          N-Nitrosodiphenylamine   A, H
          N-Nitrosodi-N-propyla-   H, T
           mine
          N-Nitroso-N-ethylurea    H, T
          N-Nitrosomethylethyla-   H
           mine
          N-Nitroso-N-methylurea   H, T
          N-Nitroso-N-methyl-      H, T
           urethane
          N-Nitrosomethylvinyla-   A, H
           mine
          N-Nitrosomorpholine      H
          N-Nitrosohornicotine     H
          :i-Nitrosopiperidine      H, T
          N-Nitrosopyrrolidine     H, T
          N-Nitrososarcosine       H
          5-Nitro-o-toluidine      H, T
          NYLMERATE                A
          OCTALOX                  A
          Octamethylpyrophos-      A, H
          ' 'pho'ramide
          OCTAN                    A
          Oleyl alcohol condensed  A, H
           with 2 moles ethylene
           oxide
          OMPA                     A

                            (continued)
                              B-8

-------
                       TABLE B-l (continued)
      Compound
  RCRA
Pollucanc
  Group
Compound
  RCRA
Pollucanc
  Groun
OMPACIDE                    A
OMPAX                       A
Osmium Cetroxide            A , H
7-Oxabicyclo[2.2.1]         A,H
 hepcane-2 / 3-dicarbox-
 ylic acid
PANIVARFIN                  A
PANORAM                     A
PANTHERINE         -         A
PANWARFIN                   A
Paraldehyde                 T
Parathion                   A, H
PCNB                        T
PGP                         A
PENNCAP-M                   A
PENOXYL CARBON N            A
Pentachlorobenzene          H, T
Pentachloroethane           H, T
Pentachloronitrobenzene     H, T
 (PCNB)
Pentachlorophenol           A, H
Pentachlorophenate          A
1/3-Pentadiene              T
PENTAKILL                   A
PENTASOL                    A
PENWAR                      A
PERMICIDE                   A
PERMAGUARD                  A
PERMATOX                    A
PERMITS                     A
PERTOX                      A
Perc •                       T
PerchloroeChylene           T
PESTOX                      A
Phenacecin                  H, T
PHENMAD                     A
Phenol                      H, T
PHENOTAN                    A
Phenyl dichloroarsine       A; H
Phenyl mercaptan            A
Phenylmercury aceCace       A, H
          N-Phenylchiourea         A,  H
          PHILIPS 1861             A
          PHIX                     A
          Phorace                  A
          Phosgene                 A,  H
          Phosphine                A,  H
          Phosphorothioic acid,    A,  H
           0 ,0-dimethyl ester ,
           0-ester with N,
           N-dimethyl benezene
           sulfonamide
          Phosphorothioic acid  0,  A
           O-dimethyl-0-(p-nitro-
           phenyl) ester
          Phosphorous sulfide      T
          Phthalic acid esters,    H
           N.O.S.
          Phthalic anhydride       H,  T
          2-Picoline               T
          PIED PIPER MOUSE SEED    A
          Polychlorinated bi-      H
           phenyl, N.O.S.
          Potassium cyanide        A,  H
          Potassium silver cyanide A,  H
          PREMERGE                 A
          Pronamide                H,  T
          1/2-Propanediol          A,  H
          1/3-Propane sultone      H,  T
          Propargyl alcohol        A
          Propionitrile            A,  H
          n-Propylamine            T
          Propylthiouracil         H
          2-Propyn-l-ol            A,  H
          PROTHROMADIN             A
          Pyridine                 H,  T
          QUICKSAM                 A
          Quinones                 T
          QUINTOX                  A
          RAT  'AND MICE BAIT        A
          RAT-A-WAY                A
          RAT-B-GON                A

                           (continued)
                              B-9

-------
                       TABLE B-l  (continued)
      Compound
  RCRA
Pollutant
  Group
Compound
  RCRA
Pollutant
  Groun
RAT-0-CIDE n               A
RAT-GUARD                   A
RAT-KILL                    A
RAT-MIX                     A
RATS-NO-MORE                A
RAT-OLA                     A
RATOREX                     A
RATTUNAL                    A
RAT-TROL                    A
RO-DETH                     A
RO-DEX                      A
ROSEX                       A
ROUGH AND READY MOUSE       A
 MIX
Reserpine                   H, T
Resorcinol                  T
Saccharin                   H, T
Safrole                     H, T
SANASEED                    A
SANTOBRITE                  A
SANTOPHEN                   A
SANTOPHEN 20                A
SCHRADAN                    A
Selenious acid              H, T
Selenium and compounds ,     H
 N.O.S.
Selenium sulfide            H, T
Selenourea                  A, H
Silver and compounds,       H
 N.O.S.
Silver cyanide              A, H
Silvex                      T
SMITE                       A
SPARIC                      A
SPOR-KIL                    A
SPRAY-TROL BRAND RODEN-     A
 TROL
SPURGE                      A"
Sodium azide   '             A
Sodium coumadin             A
Sodium cyanide              A, H
          Sodium fluoracetate      A
          SODIUM WARFARIN          A
          SOLFARIN                 A
          SOLFOBLACK BB            A
          SOLFOBLACK SB            A
          Streptozotocin           H, T
          Strontium sulfide        A, H
          Strychnine and salts     A  H
          SUBTEX                   A
          SYSTAM                   A
          2,4,5-T                  T
          TAG FUNGICIDE            A
          TEKWAISA                 A
          TEMIC                    A
          TEMIK                    A
          TERM-I-TROL              A
          1 ,2 ,4 ,5-Tetrachloro-     H , T
           benzene
          2 ,3 ,7 ,8-Tetrachloro-     H
           dibenzo-p-dioxin (TCDD)
          Tetrachloroethane        H
           N.O.S.
          1,1 ,1 ,2-Tetrachloro-     H
           echane
          1 ,1 ,2 ,2-T'etrachloro      H,T
           ethane
          Tetrachloroethene        H , T
          Tetrachloroethylene      H , T
          Tetrachloromethane       H , T
          2,3 ,4 ,6-Tetrachloro-     H, T
           phenol
          Tetraethyldithiopyro-    A, H
           phosphate
          Tetraethyl lead          A, H
          Tetraetnylpyrophosphate  A, H
          Tetrahydrofuran          T
          Te_tranitromethane        A
          Te~traphosphoric acid,    A
           hexaethyl ester
          TETROSULFUR BLACK PB     A
          TETROSULPHUR PBR         A

                            (continued)
                              B-10

-------
                          APPENDIX C

                    UNIT PROCESS SUMMARIES -
              SANITARY LANDFILL LEACHATE TREATMENT


     Appendix C contains summaries of the treatment of sanitary
landfill leachate by the following processes:

                   •  chemical oxidation
                   •  chemical precipitation
                   •  ion exchange
                   •  reverse osmosis

Several applications using different oxidizing agents, coagu-
lants, and exchange resins are presented.  These results should
not be related directly to hazardous waste leachate treatment.
However/ they do provide an indication of treatment effectiveness
and represent another reference point which can be used in treat-
ment process formulation.  Tables C-l through C-24 were prepared
by Monsanto Research Corporation for use in this manual.
                              C-l

-------
       oi.

Parameter
Dosage C12
Dosage NaClO
COD
Parameter
Dosage C12
Dosage NaClO
COD

Concentration,
ma/La
Influent Effluent
0 65.5
0 3,430
330 220
Concentration,
mo;/L*
Influent Effluent
0 47.6
0 2,500
270 120
Cook and
Percent
removal
33
Cook and
Percent
removal
56
Forse
Concentration,
ma/I.
Influent Effluent
0 566
0 2,970
320 260
Foree
Concentration,
rao;/La
Influent Effluent
0 310
0 1,630
290 90

Percent
removal
19
Percent
removal
69

Note:  Blanks indicate parameter not determined.
aChlorine dosages provided by liquid chlorine bleach.
 Except dosage C12 in oL/L.
                                  C-2

-------
                       TABLE B-l  (continued)
      Compound
  RCRA
Pollutant
  Group
       Compound
  RCRA
Pollutant
  Grouo
Thallium and compounds ,
 N.O.S.
Thallic oxide
Thallium acetate
Thallium carbonate
Thallium nitrate
Thallium peroxide
Thallium selenite
Thallium sulfate
THIFOR
THIMUL
Thiocetamide
THIODAN
THIOFOR
THIOMUL
THIONEX
THIOPHENIT
Thiosemicarbazide
Thiosulfan tionel
Thiourea
Thiuram
THOMPSON'S WOOD FIX
TIOVEL
Toluene
Toluenediamine
o-Toluidine hydrochloride
Toluene diisocyanate
Tolylene diisocyanate
Toxaphene
2,4,5-TP
Tribromomethane
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Tr.ichloroethane
Trichloroethene
Trichloroethylene
Trichlorofluoromethane
Trichloromethanethiol
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
   H

   A, H
   H, T
   H, T
   H, T
   A
   A, H
   A, H
   A
   A
   H, T
   A
   A
   A
   A
   A
   A, H
   A
   H, T
   A, H
   A
   A
   H, T
   H, T
   H, T
      T
   H
   H, T
   T
   H, T
   H
   H, T
   H  T
   H, T
   H, T
   T
   A, H
   H, T
   H, T
2,4,5-Trichloro-         H, T
 phenoxyacetic acid
2,4,5-Trichloro-         H
 phenoxypropionic acid
2,4,5-Trichloro-         T
 phenoxypropionic acid
 alpha, alpha, alpha-
 Trichlorotoluene
Trichloropropane, N.O.S. H
TRI-CLENE                T
0,0,0-Triethyl phos-     H
 phorothioate
Trinitrobenzene          H, T
Tris(l-azridinyl)        H
 phosphine sulfide
Tris(2,3-dibromo-        H, T
 propyl) phosphate
Trypan blue              H, T
TWIN LIGHT RAT AWAY      A
Uracil mustard           H, T
Urethane                 H, T
USAF-RH-8                A
USAF EK-4890             A
Vanadic acid , ammonium   A , H
 salt
Vanadium pentoxide       A
Vanadium pentoxide       H
 (dust)
Vinyl chloride           H , T
VOFATOX                  A
WANADU                   A
WARCOUMIN                A
WARFARIN SODIUM          A
WARFICIDE                A
WOFOTOX                  A
Xylene                   T
YANOCK                   A
YASOKNOCK                A
ZIARNIK                  A
Zinc cyanide             A , H
Zinc "phbspide            A, H
ZOOCOUMARIN              A
                              B-ll

-------
                          TABLE B-l (concinued)

1.  The abbreviation N.O.S. signifies those members of the general
   class "not otherwise specified" by name in this listing.

   a.   RCRA Pollutant Groups:

       A.   Acute hazardous
           [Sec. 261.33 (e)l

       H.   Hazardous
           [Appendix VIII]

       T.   Toxic
           [Sec. 261.33 (f)]
                                   B-12

-------
            TABLE C-2.   CHLORINE TREATMENT OF RAW LEACHATE [2,3]
Chian and DeWalle

Parameter
Dosage
COD
pH initial
pH final
TS
Chloride
Iron


Parameter
Dosage
COD
pH initial
pH final

TS
Chloride
Iron
Concentration, rag/L
Influent Effluent
0 2,000
4,800 3,740






Concen-
tration,
mg/L Percent
Effluent removal
800
286 16
2.0
7.0

3,060 -r
1,220 -
ND >99
* Percent
removal

22





Ho, et al
Concen-
tration,
mg/L*
Effluent
1,200
257
1.75
7.0

4,200
1,900
ND
Ho, et al.
Concentration, mg/L
Influent
0
341
7.0
7.0
482
98.6
3.7
.

Percent
removal

25



"K

>99
Effluent
400
297
2.2
7.0
1,960
768
0.2

Concen-
tration,
mg/L*
Effluent
1,540
316
1.6
7.0

5,142
2,280
ND
* Percent
removal

13



-
95


Percent
removal

7.3



b"
m
>99

Note:  BlanJu indicate parameter not determined.
 TABLE C-3.   CHLORINE AND CALCIUM HTPOCHLORITE TREATMENT OF RAW LEACHATE [2]
                                      Chian and DeWalle
                   Parameter
   Concentration,
        mg/L	   Percent
Influent   Effluent   removal
               Do«ag« C12             0
               Do«age Ca (C10)2       0
               COO                  139
             1,000
               139
               Noti:  Blanks indicate parameter not determined.
                                     C-3

-------
       TABLE C-4.    CALCIUM HYPOCHLORITE TREATMENT OF RAW LEACHATE [3





Concentration,

Parameter
Dosage
COD
pH initial
pH final
TS
Iron

Parameter
Dosage
COD
pH initial
pH final

TS
Iron
raq/L
Influent
0
1,465
7.8
7.0
1,748
35

Concen-
tration,
rng/L*
Effluent
8,000
762
9.0
7.0

9,274
M3
a
Effluent
1,000
1,420
3.0
7.0
2,478
M)

Percent
removal

48




>99
Percent
removal

3.1

h
«
>99
Ho, et
Concen-
tration,
mg/L*
Effluent
12,000
908
9.9
7.0

13,910
•M3
Concen-
tration,
mg/La
Effluent
2,000
1,420
7.95
7.0
3,268
%o
al.
Percent
removal

38




>99


Percent
removal

3.1


•
>99

Concen-
tration,
mg/L
Effluent
15,000
1.000
10.2
7.0

16,700
•MJ
Concen-
tration,
mg/La
Effluent
4,000
1,126
8.15
7.0
5,392
^0

Percent
removal

32




>99


Percent
removal

23



>99










Note:  Blanks indicate parameter not determined.
 except for pH in pH units and hardness in ng/L CaC03.
 Negative percent removal.
                                    C-4

-------
C-5

-------
 01
 I!
 H
6
i

      s

 U
      c §•  §S  ^^SS^
      Ssd ts.  ^85
u

£u
                 °s
             •"» •* J.

         *   3J !  2
         2«,,-*-_Sc2
                       1
                       •o «-I
                       s s «
                       a<5
                  51
                    I §3
                    C -•*
SI  S

  O P*
                   !•
                S
                *«


                «
                w
                «  M
                ^  C


                i .1!
                  • *. —
                                             b

                                             V
u ••» -^
a . -
  j 4j
  - i
                 §
               „ U 
                 u
                                             §  §
                          C-6

-------
TABLE C-7-    LIME TREATMENT OF RAW LEACHATE  [L.  2,  3. 4]



Caak

and Tarn
CaoewitrjCioo.
•a/L Pvretat
Firwnttr

COO

7JOC
TU
WJ
M
MO
Ort&epbMphormu
AUtal laity
QdarlM
Iron

PiriMttr
Oawg.
COO
P«
IOC
TSS
TS
01
MO
OrtltopliMpliaraus
UlullalCT
OUarld*
IMB

PiriMttr
Om.4.
000
P*
toe
m
n
m
OS
OrtftapoMpterou*
OUori*
Iran
:n«utnt
0
17.000
U.O

545








IffluMC
trttiom.
•«/lr
1.2M
10.300
10.5

4, »00


3.200
S4»
0.5

(fllMac
tritioB.
2.700
$15
u.o


4.174



2.150
MB
Ilflucnt rt*ov*l
2.740
14. WO 13
10.1

7* M



0




I/fllMflt
Fvrcut trauga,
_^^M^__ J ^*m/T
mC^VA •Or b
1.3*»
4.1 10.700
U.O

1.7 4.130


-? 3.2»0
-• $72
>** 0.5
Ho.



' HO. «C <1.
Ittiatat
Caeetatrttiaa. canen-
•q/L P«retnt cration.
!o/lu«nt
0
10. MO
4.25






2,220
502
325


rcretat

0.93


.b


^b
•"
>*f
• C 4l.
d
rtixMt SAI*"""'
r««ow«l Ia/lumt
0
7.7 344
l.»5


21 4.171



17 1,730
>«» 15.0
ttllutni
470
344
10.0


4,110



1.400
MD
llflumat r'.mivti BQ/L
170 1.020
10, iOO 1.1 10,400
».o «.s






2.700 -? 3.020
330 - 335
3 M 1
Ha. it «i.
UfliMat U/IUMC
CQQ£4O* COBCV0*
triUoa. Ptrnac tritioo.
M/l4 r*Mrr«l ao/L*
1,400 1.440
10,000 4.5 10,420
U.5 U.O

7,540 -b 7,470


3, MO -* 3.920
5t3 - 40«
0.5 >*l 0.5

Ufluat
C0BC4B*
P*reMt trittoa, f«re«ut
noevtl M/t' r«ov«l
1.400
0 240 29
U.5


3.2 3.490 13



7.5 1.170 3.$
>« NO >M

I^llMOC
conetn-
rtreuc tricijo, rtretnt
1.150
3.7 l.»70 7.7
10.0





b b

> J'?H >
>M 0.5 >M


Cane »ntr|t Ion, e
Ptreme ««/L Ptcctnt
riaDvil tn/lu«nc Ifflvmnt rtnovil
0 1.040 s
3.3 S5J $43 -°
7.7J »,0

-" 4.111 3,340 14


.b
IK
- 2,540 2.240 13
>M 20.0 1.7 12













                                                              (coacuiiMd)
                           C-7

-------
                                     TABLE  C-7    (continued)
                                   I/fliMat
                                   CO
                                                   Ouan «nd  5««ali«
                                                      Cffltuut
                                                      eoncra-
Iffluaac
eoneto-
Sffluant
eoncaa-
   .>««•.«••«"•,
                    Man.  Mrcut  t ration.  P«rc«nt  tration.  Pireant  tration.   f«rc«nt
                    /I     rtatrnl  »a/L     r««oval   aq/l.     r«»ov«l   io/L     reaoral
                                                                                          .gy^:
                                                                                                    ?«r:tnt
                                                                                                    refflevai
                   1.000
COO
PH
roe
TU
TS

M
MO
Ort&opteaphareiu
altalbittr
                                     i.aoo

                                       •.«
                                       7(0
                                                        :.ooo
                                                          7M
                                                                          4.000
                                                                            *«0
                     10.S
                      44XJ
                                                                                                       S.J

faaeao-
tratija.
Oe««9( t.OOO
COO
pM U.«
TOC 4M
TJ»
TS
M
KM
OtthaaWiaxpriorauai
OUarlo*
Iron
CM*n uxl 0««all»
Ijf X lUaVOt tf t^ t*al^*l*« Cf £XlMftC
fareaat trauma, fcreaac tratijn. Mrcaat tratioo. r*re*ne
7.000 7. MO 1.000
U.I 12.2 12.2
U «JO U UO LI tOO 17
Nac*i   IJUnju  Indicate p*r*«ie«r act 4at«r»U>«i.
       MD -  not dtctcttd.

*Iae«p( for  pN ut pw vadu and tlXaiiaJ.tr IB "fl/t C«CO,.

          p«re«nc
 Lia« tr«aea«at
                                    (fflumt.

                      rattle di^Mtdr »fflu«ai(

                            filUr •/fluent.
                                                      by ««rat»4
                                               C-8

-------
 TABUC-8.
  Dosage lime
  Dosage FeCl3

  cD0°r*
  pH initial
  PH final
  TSS
  VSS
0
0
0
17,000


544

1,640
1,000
1,450
15,100
8.0
6.2
150
75



11


72

               ?H units.
      TABLE C-9.
                   LIME AND POLYMER TREATMENT
                   OF RAW LEACHATE
 Dosage lime
 COO

 PH initial
 PH final
 TSS
 VSS

 Orthophosphorus
Note:Blanks indicate parameter not  determined.

*EjCC«Ot nH •!" -" -—'-
*Ejcc«pt pH in pH units.
                     C-9

-------
                     TABLE C-10.  LIME AND ALUM TREATMENT
                                  OF RAW LEACHATE [2, 3 ]

Ho

Parameter
Dosage lime
Dosage alum
COD
pH initial
pH final
TSS
VSS
Orthophosphorus
, et al.
Concentration,
raa/La Percent
Influent Effluent removal
0 1,640
0 600
17,000 14,800
8.0
6.5
544 111 SO
71
0.072
Chian and DeWalle
Concentration,
raoYL*
Influent Effluent
4,800 2,280








Percent
removal
40








Note:  Blanks indicate parameter not determined.
 except pH in pH units.
                   TABLE Oil.  LIME AND AERATION TREATMENT
                                OF RAW LEACHATE [2]


                            Chian and DeWalle
                                Concentration,
                              	rnq/L*	   Percent
                  Parameter   Influent   Effluent   removal
                  Dosage
                  COD
    0
1,240
1.140
                  Note:  BlanJcs indicate parameter not
                         determined.
                  ^Except for dosage in tnL saturated line/L.
                                    C-10

-------
       TABLE C-12.   UK AND 020NE TREATMENT OF RAW LEACHATZ f 5 ,

Parameter
Dosage lime
Dosage ozone
COO
pH
TOC
TSS
TDS
Aluminum
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Manganese
Nickel
Phosphorous
Potassium
Silicon
Sodium
Zinc

Concentration,
mq/L*
Influent Effluent
0 1,200
0 98
14,000 9,210
5.3
5,200

6,992
0.40
570
1.14
2.10
0.39
47

10.1
0.165

156
36.3
ISO
12.5
BjorJonan and Mavinic
Effluent
concen-
Percent tration, Percent
removal mq/L removal
2,350
247
34


3



0.017 96


0.66 99
trace



114 27


0.003 >99

Effluent
concen-
tration,
mo-/L
2,900
108


2,740









0.036

0.010





Percent
removal




47









>99







:  
-------
  <*•»
         a
         •
         u
  «.  •»

                 ••»



                 is-
                 9 r»

     Iff.
?8*-rss»
-- *r. 82"
            •   
-------
    TABLE C-14.  ALUM AND AERATION TREATMENT
                 OF RAW LEACHATE [2]


             Chian and DeWalle
                 Concentration,
               	rcg/L	   Percent
   Parameter   Influent   Effluent   removal

   Dosage           0        ISO
   COD          1,234      1.110        11
   Note:  Blanks indicate parameter not
          determined.
     TABLE C-1S.  SODIUM HYDROXIDE TREATMENT
                  OF RAW LEACHATE [1]

Cook


Parameter
Dosage
COD
pH initial
pH final
TSS
vss
Orthopho spho rus
and Fore*
Concentration,
mcr/L*
Influent Effluent
0 2,660
17,000 15,400
11.0
10.7
544 S3
36
0.024


Percent
removal

9.4


39



Note:  Blanks indicate parameter not determined.
*Except pH in pH units.
                 C-13

-------











on
S

g
•d
I
Ob
O
H
til

P
W
M
2
ta>
3

S
I
VO

^J

•wf

to






























M •

U S
S
f »§"-,
3 It ••» ••
— U M !
S3 2 *
MUM
e "
u i
U |
41 I
a> w
C i am
5S|<

E a * '
SUM
e "
it >
Si

0 1 C
3s o«
• ••» -1
rt U M «•«,
 • o •» o r«
wn — « -a wi » m ix
• * «
O f» 01

o *,•«, »o
»

O o ^ o O »** in
o o • a o o rt


A A A
i i i <* a
e>

a a 4 o a i» m
m 1/1 o >4 a >*
O P» 01


« *,*,*, «
in
aS"»SsS

o r- ix




n i i 4 o


a a <« a o 9« •«
rt Ol o f^ O *••


e 9 <« 9 oi at in
01 o » a rt
id 01  » A w
o it- 4 C —











~~
S*
fid
H
2
I
2
3
Cb
O

M
1
!

a
*»


g
u
i
. f S
i :
•*• ^ •
1 O* f*1*

If ^1
M a 1
-S 5 o
I 1 3
"* "S
52 H
'1-
a 3 «

rf *rf M
5 § -
^ M
s as a
u
« - i ••
- s *

















4
«
S


















it :
u <
- I
u u
a. b

|i?L
rt u ^ (


MUM
a "
u <
u i


e i M
3 a -2 J

c "
21


IsJfe
|||3

c ^5
5 1

0. k.
:jfS
M U **
a ?

*» fl
41 U
a* w

M
f 1
•^ »*•
w*_l **
s|«
w i c
1 J
u C
e
•M
U
V
.. 1
2
"a|J3|


g 9 m r> o o  a o v m
rt • 01 vj

O in i 01




So «5 -a o a a
*4» of O 2 ^

<*» *-i O **
dM; Q (*,)

Q


II""*!!*
43 -« O|

a e o -a a 3 »
ix r» o a
9 01 IX*


-
M «• a
a — = -5
9> e — • w
• -M «. o a
•S § s s «» "" 2

























•ined.
1

j



V
|
2,

I!

• e
c ""
.. fr
V U
) (>J
X ••»
A >
• s a
014

-------
  TABLE C-18.   FERROSULFATE TREATMENT OF
               RAW LEACHATE [2]


          Chian and DeWalle
              Concentration,
            	mg/L	   Percent
Parameter   Influent   Effluent   removal

Dosage           0      2,500
COO          4,800      4,100       13
Note.-  SlankJ indicate parameter not
       determined.
 TABLE O19.  IRON AND AERATION TREATMENT
              OF RAW LEACHATE [2]

          Chian and DeWalle
              Concentration,
            	mq/La	   Percent
Parameter   Influent   Effluent   removal

Dosage           0      1,000
COD            139        139       0
Note:  Blanks indicate parameter not
       determined.
                  C-15

-------
       TABLS c-20.  ANION EXCHANGE TREATMENT OF RAW LEACHATE [4]
Chi an and DeWalle

Parameter
COO
pH initial
pH final
TOC
Resin type



COO
pH initial
pH final
TOC
Resin type
Concen-
tration,
ma/L

8.S
a. 9

A-7

Concen-
tration,
ma/L*

8.8
8.8

IRA- 938

Percent
removal
6


6

Chian

Percent
removal
59


43

Concen-
tration,
mg/La

6.2
$.8

A-7
and DeWalle
Concen-
tration,
BKJ/L

8.8
8.8

XK-279HP
Concen-
Percent tration,
removal rnq/La
37
6.2
7.4
42
A-7


Percent
removal
41


26


Percent
removal
48


43










Note:  Blank* indicate parameter not determined.
*Except pH, in pH units, and resin type.
                                  016

-------
r-


S
2

o
S
S
fM

i

3

3
         B •

         U

         •
         u
      e i s
        s 3
        «•-
         C •
         §
      3 • •* -s.
      « irt  O   O  <« O
                v0  .  r-    •   •  •
              O -« <*44 M •  • « «
                ^f"*'**^^'   
              •
              9
              4
J
                     »I.JJ
                     *» -« 3 » • |
                     -M <^ -«» g • 3
                     •O « O 5 « -•

                   .»• >« 3 o z 2 w
                                     8
                                  2  2
                                  •4  »


                                  •
                                  !   •
                                  9   e  •*
                                        >
                                  *   *  i
                                  8  3  2
                                  i  Is
                                  -«   a  •


                                  »il
                                  •  -  I
                                      g-  ^
                                  41   U  9
                                   C-17

-------
w

3


I
H


M
M


i





01
    !
fN
fS
a

2
          g?
          SS
          « <
          a. t



      Ski,

      £*-£
      Jassy
      — u *>
          0. W
       a i  e
         e a*
         • -^ -i
           e •
       e i  e
         Se on
         « -• -i
          .u
      Sf 22
      WWW
          e «

          21
          ««
         «>j
                     — i a» o i?< o
                     <»» 01
                       X *^ A f* A A   A
                       V   O   1*1 V   ••*
                       A   A •-« A    A A
                           o   o
                                    e e
                  i/l  <0 49 O
                           o o» ^ vo   -^
                   r> m -•    •        c
                       O -« « -» « r-
                       «i «j a» »* i»iai/>-««» •« so VA  S2"s
                                      w





                                      1
                »
                                41
u

u
                                           1
                                      018

-------






•^
f»
^™*
Cl]
H
^1
5
3
i
Cb
o
§{
W
x
£d
S
z
oc
u
a


01
3
•C
CJ
X
(al
•9
0

z
>-»
Cfl
til
a!
Q
U
X
X

<*>
^^
6
£K!
J
2?
H







11
U 0
u 8
V «)
a. .
e o« »
u — -; ;

c « "wC
O u • 
w 2
« «

' e c
s 5"j S
i5gS
U ** M

s ^
« >
wi
41 V
a> k.
l C It
e am «i
• •» U 3
U «rf ^v ^
S ? • 5j
U - m

e "*
l\
a v
At b

e
« 1
•^ H«
w« IM
« -i M
- S
a i M
• e
\ J
u <*•
e
M



W

•rf
w
w
i
a.

J3 d J
2 ' '


aiNoa»p»»>vO«3
O ^ ^ ^ ^N O O
. ^
cs



^
§ ' «

O . .. + &..:
°5 *(*-'"»ooo
0*



^1 ^
"* *

O . r- o • • •
"

n M
o no9««o<-iin
o -. . • ^g ^ . . .
o -« r» OB « as « «i *
•
N



O • (M



aMOM4«
^4 *^


-
-« -M
4 •«
•*4 "^ ^4
M « e
X .••MS-*

-C-«--S|f-
j» c •« ••*• s e ••" 3 3 *
0«-^ ms-«'«<»«'-»^«i
<« << t« U U C
ui a a vj ui «- -• 9>
ooozsaa«««
aouaiiii-tjur
a ja ja
t i i


» a .— -< o o
^ M4
a




t A A
l i i

.*?*?« £


A A
<«t t i
^

* (M 4 m o o
• » » a 4 V i/1 gn s0
,"2^2 "



» o o
0 (*


-.
—i-2 — i
•••irf • « " '
C " •-
— e «

fit -^
5*4
<*•!•• • * a
U M * 3 3 « «
S 4 € •« ^ ^ **4
X a. a< t/i vi vi 


































•Q
j
U

«*
•8
^
0
e
W
^
i
w »
« -f r+
n i

Q cL w
' -5 -
•*• V
a o

J< V
c w a.
« 4
2 ** >
•4 *«4
a. «<
u •
« u a*
- * u
a u x
X t A
019

-------
                                                 U
C-20

-------







41
V
c
o
U
"^
*
i
cd
I




















e
!
«
A.
j
J*j
s?
i
u


a
u
to
^]J
*
iv
i s
CM an and
Conccntrat
•q/L1



«rf
a
u
^
j
ff"j
•* ^
I










i
i
i
i
i
i
*
1M
e
4
**
t>

«
4
to

e
[nflucnt If



^
1
a
3
M

I
M


to
j
*






$S
«•» »
• «• O 8 O
• «• ^ — 8
• •* IN 1 4t
• fl
"*

**


"1 5
TSSls^S
--^a-2




S*

•"S
<« «•

«• 
• U > > > >
** K v g « «
9 M 01 « £ S
i •> A o vJr •
C-21

-------
REFERENCES


1.  Cook, E.N., and E.G. Foree.  Aerobic Biostabilization of
    Sanitary Landfill Leachate.  Journal of the Water Pollution
    Control Federation, 46(2):380-382, 1974.

2.  Chian, E.S.K., and F.B. DeWalle.  Evaluation of Leachate
    Treatment, Volume I, Characterization of Leachate.
    EPA-600/2-77-186a, U.S. Environmental Protection Agency,
    Cincinnati, Ohio.  1977.  210 pp.

3.  HO, S., Boyle, W.D., and  R.K. Ham.  Chemical Treatment of
    Leachates From Sanitary Landfills.  Journal of the Water
    Pollution Control Federation, 46(7):1776-1791, 1974.

4.  Chian, E.S.K., and F.B. DeWalle.  Evaluation of Leachate
    Treatment, Volume II, Biological and Physical-chemical
    Processes.  EPA-600/2-77-186b, U.S. Environmental Protection
    Agency, Cincinnati, Ohio.  1977. 245 pp.,

5.  Bjorkmar,  V.B.,  and D.S.  Mavinic.   Physiochemical Treatment
    of a High Strength Leachate.   In:   Proceedings of the 32nd
    Annual Purdue Industrial Waste Conference,  West Lafayette,
    Indiana,  1977.

6.  Van Fleet, S.R., Judkins, J.F., and F.J. Molz.  Discussion,
    Aerobic Biostabilization  of Sanitary Landfill Leachate.
    Journal of the Water Pollution Control Federation,
    46(11):2611-2612, 1974.

7.  Pohland, F.G., and S.J. Rang.  Sanitary Landfill Stabiliza-
    tion with Leachate Recycle and Residual Treatment.   AIChE
    Symposium Series, Water-1974, II. Municipal Wastewater
    Treatment, 71(45):308-318, 1975.
                              C-22

-------
                          APPENDIX D

                    UNIT PROCESS SUMMARIES -
                INDUSTRIAL WASTEWATER TREATMENT


     Appendix D contains summaries of the treatment of industrial
wastewaters by the following processes:

          •  biological treatment - activated sludge, aerated
                  lagoon, trickling filter, facultative lagoon,
                  anaerobic lagoon

          •  activated carbon adsorption - granular and powdered

          •  chemical oxidation

          •  chemical precipitation

          •  ion exchange

          •  reverse osmosis

.Several oxidizing agents and coagulants are reported.  These re-
sults should not be related directly to hazardous waste leachate
treatment.  However, they do provide an indication of treatment
effectiveness and represent another reference point which can be
used in treatment process formulation.

     Tables D-l through D-19 were prepared by Monsanto Research
Corporation for this manual using Volume III of the Treatability
Manual (1).
                              D-l

-------
   Conventional pollutants,  ag/L:
     BOD 3
     COO
     TOC
     TSS
     Oil  and grease
    Total phenol
    TJCM
    Total phosphorus

  Toxic  pollutants,  pg/L:
    Antimony
    Arsenic
    Cadmium
    Chromium
   Copper
   Cyanide
   Lead
   Mercury
   NicJcel
   Selenium
   Silver
   Thallium
  Zinc
  Bis(chloromethyl) ether
  Sis(2-chloroethyl) ether
  4-Sromophenyl phenyl ether
  Bis{2-ethylhexyl)  phthalate
  Butyl  benzyl  phthalate
  Oi-n-butyl phthalate
  Diethy1 phthalate
  Dimethyl phthalate
 Di-n-octyl phthalate
 Benzidine
 1,2-Diphenylhydrazine
 N-nitrosodiphenylamine
 M-nitroso-di-n-propylamine
 2-Chlorophenol
 2,4-Oichlorophenoi
 2,4-Oiaethylphenol
 2-Mitrophenol
4-Mitrophenol
Pentachlorophenol
    92
    34
    14
    74
     7
    31
     6
    27
   13
    3
   17
   34
   37
   24
   26
   9
   32
   1
   17
   1
  36
   1
   1
   1
  33
   1
   9
 17
  9
  1
  1
  1
  2
  2
  2
 2
 3
 1
 1
15
4,640
7,420
1.700
4,050
303
500
322
46.3
49
425
230
233
25
0.023
174
3.46
>99
96
95
96
>98
>99
63
97
670
160
12
20,000
170
38,000
160
1.6
400
95
150,000
3.3
12
4
23
30
23
61
0.7
40
33
130
90
96
>99
99
>99
>90
99
>97
92
>96
92
        1.300
                   13
         1-6
          19
          10
>99

 92
>50
>95
                                         91
                                         67
                                         69
                                         25
                                         92
                                         64
                                         44
                                         27
                                        15
                                        39
                                         0
                                        43
                                       50
                                      >29
                                        7

                                       20

                                       27
53
69
200
3.6
<0.03
<0.03
>99
>99
>99
>84
>99
>99
      3,100
               <0.4
                         >99
                                    >93
                             (continued)
0-2

-------
TABLE 0-1  (continued)



Pollutant
Number
of data
ooints >
Effluent
concentration
laximun
Median
Remova
efficienc
Maximum
1
v, %
Median
Toxic pollutants, ug/L (continued):
Phenol
2,4, 6-Trichlorophenol
g-Chloro-m-cresol
3enzene
Chlorobenzene
1 , 2-Dichlorobenzene
1 , 4-Dichlorobenzene
2 , 6-Dinitrotoluene
Ethylbenzene
Hexachlorobenzene
Toluene
1,2, 4-Trichlorobenzene
Acenaph thene
Anthracene/Phenanthrene
Fluo ran thene
Fluorene
Indeno99
98
>98
>99
>99
>99
>99

>99
>97
>99
>99
>99
>98



>99
73


>99
>99
>0
>13
>82

99
>44
>99
>99

>99
96

>0
99
0
>49
>96
>99
>99
95

>95
>49
13
>99
>99
33



>99
oa



>2




0

oa
>3S

>98
oa



Note: Blanks indicate data
a. , ..•
not applicable.









           D-3

-------
7A3L£  3-j  INDUSTRIAL CSNTSOL TSCKNOLCGrZ1 SUMMARY "OR AERATID  LAGOCNS  fl !

Pollutant
Conventional pollutants, .ug/L:
300S
COD
TOC
TSS
Oil and grease
TKN
Total phenol
Toxic pollutants, ng/L:
Antimony
Beryllium
Cadmium
Chromium
Copper
Cyanide
Lead
Mercury
Micfcel
Selenium
Thallium
Zinc
Bis (2-chloroethoxy) me thane
3is(2-chloroisopropyl) ether
3is(2-ethylhexyl) pnthalate
Butyl benzyl phthalate
Oi-n-butyl pnthalate
Diethyl phthalate
Dimethyl phthalate
Senzidine
1 , 2 - D ipheny Ihydr az ine
M-ni trosodiphenylamine
4-Mitrophenol
Psntachloropnenol
Phenol
2,4, 6-TricaIoroph«nol
Benzene
l,2-0ichloroi5en2ane
1 , 4-Dichlorobenzene
2, 4-Oinitro toluene
2 , 6-Qinitrotoluene
athylbenzene
Hexachlorobenzene
Mitrobenzene
Mumoer
of data
soints

16
10
4
13
1
2
2

1
1
1
3
5
2
2
1
3
1
2
4
1
1
5
1
1
1
1
1
1
1
1
1
3
1
2
]_
1
1
^
2
t
1
affluent
concentration
Maximum

369
1,610
573
3

105
0.013




1,100
110
150
30

40

<20
510


23









24

<10




99
>99
99
99

79
>99




99
94
91
93

50

>30
>99


96









>99

>95




>94


Median

77.5
63
46
24







91
36



0


51


>73









25









                                                                  (continued)
                                     D-4

-------
                            TABL£ D-2  (continued)
Pollutant
Toluene
Acenaphthene
Acenaphthylene
Benzo(a)pyrene
Benzo (b ) f luor anthene
Fluoranthene
Fluorene
Anthracene/phenanthrene
Naphthalene
Pyrene
2-Chloronaphthalene
Chloroform
Methyl chloride
Methylene chloride
Te tr achlo roe thy lene
1.1,1-Trichloroe thane
Isophorone
Numoer
of data
ooints
3
1
1
1
1
1
1
1
2
1
1
3
1
3
1
1
1
Effluent .Removal
concentration efficiency
%
Maximum Median Maximum Median
<10a <10a >95







sa


1,000 <10a >57

i,:oo 130 97



>95










>SO

97




Note:  Blanks indicate data not applicable.

*Not detected, assumed to be <10 pg/L.

 Below detection liait, assumed to be <10 pg/L.


 TA3L£ 0-3.   INDUSTRIAL CONTROL TECHNOLOGY 31000*7 FOR ANAEROBIC LAGCCNS (l\
           Pollutant
Number        Effluent
of data     concentration
points    Maximum   Median
                      Removal
                   efficiency, %
                  Maximum   Median
Conventional pollutants, mg/L:
  300S
  COD

Toxic pollutants, pg/L:
  Benzene
   S
   4
2,730
5,910
  433
2,300
Mote:  Blanks indicate daca not applicable.

 Actual data indicate negative removal.
                                       D-5
90
47
  55
34.5
Other pollutants, ug/L:
Ace t aldehyde
Acetic acid
Butyric acid
Propionic acid

3
3
2
2

"40
2,600
330
SOO

35
2,300



67
oa
oa
0*

36a
oa




-------
            TABLE 3-4.   INDUSTRIAL CONTROL TECHNOLOGY SUMMARY FOR
                        TERTIARY POLISHING LAGOONS [l]
           Pollutant
Number        Effluent
of data     concentration	
points    Maximum   Median   MaximumMedian
                                                                 Removal
                                                              efficiency, %
Conventional pollutants, mg/L:
  COO                              2         263
  TSS                              2          28
  Total phenol                     2 •      0.051
                                52
                                76
                                46
Toxic pollutants, yg/L;
Chromium
Copper
Lead
Selenium
Zinc
8is(2-ethylhexyl) phthalate
Naphthalene
Trichlorofluorome thane

1
1
1
1
2 120
2 11
1
1





36
72



Mote:  Blanks indicate data not applicable.
              TABLE D-5.   INDUSTRIAL CONTROL TECHNOLOGY SUMMARY
                          FOR FACULTATIVE LAGOONS flj
           Pollutant
Number        Effluent
of data     concentration
ooints    Maximum   Median
    Removal
 efficiency, %
Maximum   Median
Conventional pollutants, mg/L:
300 s
COO
TSS
TKN
3
2
2
2
274 1S2
2,110
10S
100
92
68
36
67
37




Note:  Blanks indicate data not applicable.
removal it also significant.  No full-scale operations for leachate  treatment
are currently in place.
                                     0-6

-------
 TABLZ D-6.  INDUSTRIAL CONTROL TECHNOLOGY SvJHMAKY FOR TRICKLING FILTIR
           Pollutant
Number        Effluent
of data     concentration
points    Maxuum   Median   MaximumMedian
                                                                 Hemovai
                                                               efficiency,
Conventional pollutants, aq/L:
  BOO s                            11
  COO                              3
  TSS                              1
  Total phenol                     2

Toxic pollutants, pg/L:
  Chroffliuo                         1
  Copper                           1
  Cyanide                          1
  Lead
  BisOethylhexyl) phthalate
  Di-Q-butyl phthalate             1
  Die thy 1 phthalate                1
  Pentachlorophenol                1
  Phenol                           1
  2,4,6-Trichlorophenol            1
  Naphthalene                      1
  Chloroform                       1
  Methylene chloride               1
  Trichloroethylene                1
Other pollutants,
  Xylenes
             137
             709

             1.0
 27
623
 98
 77

>97
92
23
Note:  Blanks indicate data not applicable.
                                     D-7

-------
TABLE D-7.    INDUSTRIAL CONTROL TSCHNOLCG? SUMMARY FOR
             GRANULAR ACTIVATED CARBON ADSORPTION [l]
Pollutant
Conventional pollutants, mg/L:
BOD,
COO
TOC
TSS
Oil and grease
Total phenol
TKN
Total phosphorus
Toxic pollutants. vq/L:
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Cyanide
Lead
Mercury
Nickel
Selenium
Silver
Zinc
Bi5(2-ethylheacyD phthalate
Butyl benzyl phthalate
Di-n-butyl phthalate
Diethyl phthalate
Di-n-octyl phthalate
N- ni tr osodipheny lamine
2 , 4-Diaethylphenol
Pentachlorophenol
Phenol
g-Chloro-a-cresol
Benzene ~
Chlorobenzene
1 , 2-Oichlorobenzene
Ethylbenzene
Toluene
1,2, 4-Trichlorobenzene
Acenaphthene
Anthracene
Number
of data
oo in t a

20
40
45
23
10
19
1
5

3
7
3
5
11
12
3
7
2
6
4
6
13
9
3
7
3
5
1
1
4
5
1
3
1
2
1
3
1
1
S
Effluent
concentration
Maximum

37,400
109,000
66,700
2,600
14
4.26

14

590
42
5.4
22
260
360
52
79
0.4
330
50
91
6,000
410
17
5
3
340


49
1.5

210

99
0
95
95
>8S
>90
>72
0
63
>50
36
>99
66
>99
>99
0
96


>97
>96

>ao

>99

>99


>97
Median

52
55
60
23
19
69

0

10
0
0
76
>50
54
>63
2

S
9
12
52
0
>97
76a
0
91


73
50

64



24


50
                                                        (continued)
                        D-8

-------
                             TABL£ c-7   (continued)
                                               Effluent           Rescvai
                                 of data     concentration     efficiency.
           Pollutant             aoints    Maxiinum   Median   Maxzjnun   Median
Toxic pollutants, pg/L: (cont.
Beazo(a)pyrene
Benzo ( k) f luoranthene
Fluoranthene
Pyrene
Chloroe thane
Chloroform
1, 1-Oichloroe thane
1 , 2-Dichloroe thane
1 , 2-Trans-di chloroe thy lene
1 , 2-Dichloroprop«ne
Me thy lene chloride
1 , 1 ,2 . 2-Tetrachloroe thane
Tetrachloroethylene
1,1, 1-Trichlo roe thane
1,1,2-Trichloroe thane
Trichloroe thy lene
Trichlorofluorome thane
Vinyl chloride
cr-BHC
2
1
2
2
13
5
9
57
39
3
46
2S
1
2
3
2
1
3
1
<0.02

<0.02
<0.01
240,000
IS
45,000
1,100,000
30,000
<10
56,000
64,000

^10
^10
5

9,600





46,000
97

>90
>97
>99
>99
>99
>99
>99
>99
99
>99

>99
>99
53

52





39
74
>99
42
35
65
73
35


>99


Oa


Note:  BlanJts indicate data not  applicable.
 Actual data indicate negative removal.
                                  D-9

-------
  TA3L2 D-8.    INDUSTRIAL CONTROL TECHNOLOGY SUMMARY FOR PCWDSRED ACTIVATED
               CARBON ADSORPTION (WITH ACTIVATED SLUDGE) [I]

Pollutant
Conventional pollutants, ng/L:
BOD,
COD
roc
TSS
Oil and grease
Total phenol
TXN
Toxic pollutants, pg/L:
Antimony
Cadmium
Chromium
Chromium (+6)
Copper
Cyanide
Lead
Mercury
Nickel
Selenium
Zinc
3is(2-chloro«thyl) ether
Bis(2-ethylhexyl) phthalate
2-Chlorophenol
Phenol
Benzene
Ethylbenzene
Toluene
Naphthalene
1, 2-Oichloroe thane
1 , 2-Oichloropropane
Acrolein
Isophorone
Number
of data
DO in t a

24
26
25
4
4
4
1

2
1
4
3
3
3
2
1
3
2
4
1
1
1
2
1
1
1
1
1
1
1
1
Effluent
concentration
Maximum

54
563
387
33
57
0.053


ISO

90
20
29
45
23

22
40
140



190,000








Median

13
98
33
54
13
0.013




53
<20
14
20


<10

95












Removal
efficiency
^
Maximum Median

>99
98
97
96
96
>99


5

97
>64
96
69
>73

>58
13
98



>as









96
91
90
oa
54
>99




38
>60
61
>67


>0

38












Note:  BlanJu indicate data not applicable.
aActual data indicate negative removal.
                                   D-10

-------
            TABLE D-9.    INDUSTRIAL CONTROL TECHNOLOGY SUMMARY FOR
                         CHEMICAL OXIDATION (CHLORINATION)  [1]

Pollutant
Conventional pollutants, mg/L:
COD
TSS
Toxic pollutants, ug/L:
Copper
Cyanide
Le«d
Other pollutants, ng/L:
MH3-M
.Vunoer
of data
ooints

7
2

1
17
1

1
affluent
concentration
Maximum Median

973 565
159


130 30



Semovai
efficiencv
, %
Maximum Median

39
97


>99




23



34




Mote:  Blanks indicate data not applicable.
                                  D-ll

-------


Pollutant
Conventional pollutants, ng/L:
300 5
COO
TOC
TSS
Oil and grease
Total phenol
Total phosphorus
Toxic pollutants, M 75 10
140 14 33 IS

0.13 0.021 >99 24


1.200
43 48


590
12,000 <320 >99 99

5,000
1,300
460 240 0* 96
110

2.7 77

0.4 >97





61


Mrt t* A • tt 1 
-------
     TASLZ D-U.
INDUSTRIAL CONTROL TEC

WITH CHEMICAL ADOITIoi
— ,-
?ca ^SE

Pollutant
Conventional pollutants, mg/L:
COO
TOC
TSS
Oil and grease
Total phenol
Toxic pollutants, vq/l:
Antimony
Arsenic
Asbestos, fibers/L
Beryllium
Cadmium
Chromium
Chromium (dissolved)
Copper
Cyanide
Lead
Mercury
Nickel
Nickel (dissolved)
Selenium
Silver
Thallium
Zinc
Other pollutants, M9/I>:
Fluoride
Chloride
Aluminum
Iron
Calcium
Manganese
Other pollutants, ug/L
fluoride
Number
of data
ooints

4
3
9
2
2

7
11

2
9
10
1
16
1
13
9
13
1
5
6
3
IS

3
1
2
2
1
1

1
effluent
concentration
Maxifflui

37
<20
ISO
1.5
0.3

130
110

0.9
30
1,300

700

200
3
5,200

52
<10
3
3,200

12,000

500





o Median

23.3
<12
12.5



4
3


3.0
40

54

40
0.7
16

3
2.8
1.1
120

9,100







Removal
efficiency. %
Maximum

50
37
96
66
33

33
>99

76
92
>99

99

99
>96
>99

0
>80
>30
>99

98

98
>99




Median

14
13
71



40
63


>38
aa

79

73
>60
44

0
10
53
35

72








Note:  Blanks indicate data not applicable.
                                   D-13

-------
Pollutant
Conventional pollutants, og/L:
TSS
Oil and grease
Toxic pollutants, M9/L-
Arsenic
Cadmium
Chromium
Chromium (dissolved)
Copper
Cyanide
Lead
Nickel
NicJcel (dissolved)
Selenium
Silver
Zinc
3is(2-ethylhexyl) phthalate
Butyl benzyl phthalate
Di-a-butyl phthalate
Die thy 1 phthalate
2 , 4-Oimethylphenol
Phenol
g-Chloro-ffl-cresol
Anthracene
Ben2o(a)pyrene
Chrysene
Fluoranthene
fluorene
Naphthalene
Pyrene
Chloroform
Methylene chloride
1 , 1 , 1-Tricaloroe thane
Other pollutants, ug/L
Fluoride
Number
of data
ooints

7
3

2
3
3
1
10
3
3
3
1
1
1
9
2
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
1

1
Effluent
concentration
Maximum Median

43 17
3.5 3.5

<10
60 <20
360 75

170 40
39 2..3
530 130
330 270



1,400 260
150













42
39



Removal
effieiencv.
3
•3
Maximum Median

>99
71

>0
93
90

>99
39
95
96



>99
99













9,
oa




69
70


50
39

33
65
53
76



33 .




















Mote:  BlanJcs indicate-data not applicable.
 actual data indicate negative removal.
                                  D-14

-------
WITH CHEMICAL ADDITION
(ALUM) [1]



Pollutant
Conventional pollutants, nuj/L:
300S
COO
TOC
TSS
Oil and grease
Total phenol
Total phosphorus
Toxic pollutants, pg/L:
Antimony
Arsenic
Beryllium
Cadou.ua
Chromium
Copper
Mercury
Nickel
Silver
Zinc
8is(2-ethylhesyl) phthalate
Di-n-butyl phthalate
Phenol
1 , 2-Oichlorobenzene
Ethylbenzene
Nitrobenzene
Toluene
1,2, 4-Trichloroben2ene
An thr acene / Phenan thr ene
Chlorodibromcoie thane
Chloroform
1 , 2-Oichloroe thane
Me thy lene chloride
Te tr achloroe thy lene
Trichloroe thy lene
Number
of data
affluent
concentration
ooints Maximum Median

5 2
5 7
4 1
5
1
4
2

2
2
1
2
4
4
2
3
2
4 9
2
2
2
2
2 4
1
3 2
1
1
1
1
1
2
1
1

, 900 33
,600 416
,500 105
122 50

225 0.055
43

120
62

29
280 <40
<110 13
<150
57
170
,000 2.900
44
*»10
^10
13
,600

,500 14





70


Hemovai
efficiencv
3,
Maximum Median

32
71
30
99

31
15

0
<37

>aa
>9S
>73
760
>56
10
35
0*
>94
>90
>50
0*

93





>38



16
61
63
79

19






44
>73



30






55









Note:  Blanks indicate data not applicable.
aActual data indicate negative removal.
                                 D-15

-------
     TABLE D-14.  INDUSTRIAL CONTROL TECHNOLOGY SUMMARY FOR SEDIMENTATION
                  WITH CHEMICAL ADDITION (ALUM, LIME)  [1]
           Pollutant
Number       effluent
of data     concentration
points    Maxiaum   Median
  Removal
efficiency, %
         Median
Conventional pollutants, mg/L.-
  300S                             1
  COD                              1
  TOC                              I
  TSS                              1
  Oil and grease                   1
  Total phenol                     1

Toxic pollutants, uq/L:
  Arsenic                          1
  Chromium                         1
  Copper                           2
  Cyanide                          2
  Lead                             1
  Mercury                          1
  NicJcel                           1
  Zinc                             I
  Bis(2-ethylheryl) phthalate      1
  Di-nrbutyl phthalate             1
  Phenol                           2
  Benzene                          1
  1,2-Dichlorobeozene              1
  Sthylbenzene                     2
  Toluene                          2
  1,2,4-Trichlorobenzene           1
  Naphthalene                      1
  Carbon tetrachloride             1
  Chloroform                       1
  l,2-Dichloroprop*ne              1
  Me thylane chloride               1
  1,1,2,2-Tetracnloroethane        1
  Tetrachloroethylene              1
  4,4'-DOT                         1
  Heptachlor                       1
              60
              30
  as
  30
              47
              22
              72
  96
  93
  96
Note:  Blanks indicate data not applicable.
                                   D-16

-------
     TASLZ 0-15.  INDUSTRIAL CONTROL TECHNOLOGY SUMMARY ?CR SE3:^E
                  WITH CHEMICAL ADDITION (ALUM, POL2ME3) [1]

Pollutant
Conventional pollutants, ag/L:
SOD 3
COD
TOC
TSS
Oil and grease
Total phenol
Total phosphorus
Toxic pollutants, Mg/L:
Cadmium
Chromium
Copper
Cyanide
Lead
Mercury
Mickel
Silver
Zinc
Di-n-butyl phthalate
Phenol
Benzene
Ethylbenzene
Toluene
Carbon tetrachloride
Chloroform
1,1-Dichloroethylene
1 , 2-Oichloroethan*
1,2-Trans-diehloreethylene
Me thy lene chloride
Te tr achlor oe thy lene
1,1, 1-Trichloroethane
1,1, 2-Trichloroe thane
Trichloroe thy lene
Numoer
of data
ooints

5
5
4
4
4
5
1

2
4
4
1
4
3
3
1
4
1
1
2
3
4
1
4
1
2
1
4
3
2
1
1
affluent
concentration
Maximum

3,300
30,000
4,300
6,000
380
0.1S


30
130
27 , 000

300
14,000
51,000

1,000


313
460
2,900

550

90

13,000
700
120


Median

2,300
10,000
2.350
1,370
30.5
0.10



59
290

200
1,500
50

700



390
540

160



7,600
100



...rr. -, „
Maxi.7V_-

65
30
71
99
99
60


76
95
30

>96
33
>97

33


>97
>94
73

>94

>60

93
>44
93


a_
r.cy \
Median

25
59
53
57
30
26



90
53

69
74
9

70



75
40

40



91
0




Mote:  Blanks indicate data not applicable.
                                   D-17

-------
     TABL2 D-16.  DTOUSTRIAL CONTROL TECHNOLOGY SUKMAR7 FOR SEDIMENTATION
                  WITH CHEMICAL ADDITION (Ft2*. LIME) [1]

Pollutant
Toxic pollutants, yg/L;
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Seler. -.urn
Silver
Thallium
Zinc
Number
of data
points
4
4
2
4
4
6
3
2
5
2
6
2
6
Effluent
concentration
Maximum
30
3
3.2
4
46
<3
0.2
6
32
10
7.0
36
Median
9
<2
1.1
2.5
25
<3
3

3.1

<23
Removal
efficiency, %
Maximum
30
>36
>50
>95
92
>96
>60
>95
24
93
>8d
>97
Median
Qa
67
>24
4S
S3
>2S
20

4.5

92

Note:  SlanJcs indicate data not applicable.
aActual data indicate negative removal.
                                    D-18

-------
     TABL£ 0-17.
INDUSTRIAL CONTROL TECHNOLOGY SUMMARY FOR SEDIMENTATION
WITH CHEMICAL ADDITION (POLYMER) [i]
           Pollutant
              Number        Effluent
              of data     concentration                   __
              points    Maximum   Median   Maxrnum   Median
                                                                Re.rovai
                                                              efficiency, \
Conventional pollutants,
  BOD 3
  COO
  TOC
  TSS
  Oil and grease
  Total phenol
       rng/L:
                 1
                 1
                 1
                 1
                 1
                 2
0.3
S3
Toxic pollutants, ug/L:
Antijnony
Cadmium
Chromium
Copper
Lead
Mercury
MicJeel
Zinc
Bia(2-ethylhexyl) phthalate
Di-n-butyl phthalate
Die thy 1 phthalate
Phenol
Benzene
Ethylhenzene
Toluene
Anthracene
Chloroform
1 , 2-Trans-dichloroethylene
Methylene chloride
Trichloroe thylene

1
1
2
2
2
2
1
2
2
2
1
2
1
1
2
1
1
1
2
2



25
400
140
140

6,000
10
<10

74


1,900



130
14



97
>89
97
99

97
>97
>99

29


39


A
0*
a
0*

Mote:  BlanJcs indicate data not applicable.
 Actual data indicate negative removal.
                                   D-19

-------
     TABLE D-18.   INDUSTRIAL CONTROL TECHNOLOGY SUMMARY FOR ICN EXCHANGE


Pollutant
Toxic pollutants, ug/L:
Cadmium
Chrofflium
Chromium (*6)
Copper
Cyanide
Hicxel
Silver
Zinc
Number
of data
ooints
2
2
1
2
2
2
2
1
Effluent
concsncration
Maximum Median
<10*
60

90
200
<10a
99
>99

98
99
>99
>99

a_
nc*/ . %
Median





Other pollutants, pg/L.-
  Molybdenum
  Radium (total)
  Radium (dissolved)
1
1
1
Note:  Blanks indicate data not applicable.

*Noe detected, assumed to be <10
                                  D-20

-------
  TABLE D-19.  INDUSTRIAL CONTROL TECHNOLOGY SUMMARY FOR REVERSE OSMOSIS [1]

Pollutant
Conventional pollutants, ng/L:
BOO,
COO
TOC
TSS
Oil and grease
Total phenol
TKM
Toxic pollutants, pg/L:
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Chromium (+3)
Chroniua (+6)
Copper
Cyanide
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
Bis(2-ethylhexyl) phthalate
Di-n-butyl phthalate
Oiaethyl phthalate
Phenol
Benzene
Toluene
Acenaphthene
Anthracene
Pyrene
Chloroform
Methyl chloride
Methylene chloride
Tr ichloroe thy lene
Number
of data
points

11
IS
IS
2
5
6
1

11
10
2
n
13
i
i
17
10
11
3
13
4
13
3
30
5
3
2
4
3
6
3
1
1
4
1
4
1
Effluent
concentration
Maximum Median

429
736
SO
99
96
>90
>72
31


60
>99
>8S
50
>99


>99
97
>99
>60
>9S
85
76
39
>99
96
33
41
30
30
12
99


79

64

Median

87
91.5
90

>50
2.5


30
>92

0
67


32
>42
>25
4
47
77
17
50
97
67
75

25
50
0*
73

*
0*

10


Note:  BlanJcs indicate data not applicable.
*Actual data indicate negative removal.
                                   D-21

-------
REFERENCE


1.  U.S. Environmental Protection Agency.  Technologies For
    Control/removal of Pollutants, Treatability Manual, Vol.III.
    U.S. Environmental Protection Agency, Cincinnati, Ohio, 1980,
                              D-22

-------
                          APPENDIX E

               TREATABILITY OF LEACHATE CONSTITUENTS
     A recent Environmental Protection Agency report (1) summa-
rized data on the treatability of over 500 compounds, many of
which are listed in Subtitle C, Section 3001 of RCRA.  Although
the focus of the report was on concentration technology and it
thus does not fully address all potential leachate treatment op-
tions, much useful information is contained therein.  Therefore,
the summary treatability data contained in this report is repro-
duced in Appendix Table E-l.  This information can be used to
guide identification of potential hazardous waste leachate treat-
ment technologies.  However, because this information was derived
from various types of studies, ranging from laboratory to full
scale on wastewaters ranging from pure compound to industrial
waste and leachate, the reader is cautioned not to directly apply
these published data to a leachate treatment situation.

     Primary organization of Appendix Table E-l is by treatment
process.  For each process, the treatability of individual chem-
ical compounds is given with the compounds arranged in alphabet-
ical order within chemical classifications.  The following treat-
ment processes are included:

     Process                     Process Code No.
     Biological                         I
     Coagulation/Precipitation          II
     Reverse Osmosis                    III
     Ultrafiltration                    IV
     Stripping                          V
     Solvent Extraction                 VII
     Carbon Adsorption                  IX
     Resin Adsorption                   X
     Miscellaneous Sorbents             XII

The chemical classification system used is as follows:

     Chemical Classification     Classification Code No.
     Alcohols                           A
     Aliphatics                         B
     Amines                             C
     Aromatics                          D
     Ethers                             E
                              E-l

-------
     Chemical Classification     Classification Code Mo.
     Halocarbons                        F
     Metals                             G
     PCBs                               I
     Pesticides                         J
     Phenols                            K
     Phthalates                         L
     Polynuclear Aromatics              M
                       »
     In order to facilitate use of Appendix Table E-l, an index
has been prepared and is presented immediately before Table E-l.
This index lists compounds contained in Table E-l in alphabetical
order and indicates for each compound it's pollutant group (RCRA,
Section 311, or Priority Pollutant), chemical classification
(alcohol, aliphatic, etc.), and the compound code number used in
Appendix Table E-l.  This latter number can be used to locate
the compound in the main table.  Note, some compounds inadver-
tently may have been assigned to more than one chemical classi-
fication in Table E-l.  The index identifies chese cases.

     Many chemical compounds are known by several names.  At-
tempts were made to use preferred or generic names according to
The Merck Index.  However, in some cases it was necessary to use
the names which were used in the reference documents.  Users of
Table E-l are advised to check for compounds under several po-
tential alphabetic listings.

     In order to present the large quantity of information in a
concise manner, it was necessary to code some of the information
in Table E-l.  The coding system is explained in footnotes at
the end of the Appendix.
(1)  Shuckrow, A.J. , Pajak, A.P., and J.w. Osheka.
     Concentration Technologies For Hazardous Aqueous Waste
     Treatment.  EPA-600/2-81-019.             U.S. Environ-
     mental Protection Agency, Cincinnati, Ohio, 1981.  343pp.
                             E-2

-------
 INDEX OF CHEMICALS LISTED IN APPENDIX TABLE E-l
Compound
Pollutant  Chemical  Compound
 Group*    Class.**  Code No.***
Acenaphthalene
Acenaphthene
Acenaphthylene
Acetaldehyde

Acetanilide
Acetic Acid

Acetone


Acetone Cyanohydrin
Acetonitrile
Acetophenone

Acetylglycine
Acrolein

Acrylic Acid

Acrylonitrile



Adipic Acid
Alanine
A 1 3r in



Allyl Alcohol
Allylamine
p-Aminoacetanilide
m-Aminobenzoic Acid
o-Azninobenzoic Acid
p-Aminobenzoic Acid
m-Aminotoluene
o-Aminotoluene
p-Aminotoluene

P
P
H,T,S


S

T


S
H,T
T


P,A,H,S

T

P,H,T,S



S

A,H,P,S



S,A,H

,,„.-.






M
M
M
B

C
B

B


B
B
D

B
B

B

B



B
B
J



A
C
C
C
C
C
C
C
C
XM-1
I1M-1
IIM-2
IB-1,2,3
IXB-1
IC-1
IIIB-1,2
IXB-2
IB-4,5,6
IIIB-3,4
IXB-3
IXB-4
IB-7,8
IXD-1,2
XD-1
IB- 9
VIIB-1
IXB-5,6
IB-11,12,
IXB-7
IB-14 to
VB-1
VIIB-2
IXB-8
IB-18
IB-19
IJ-1
IIIJ-1
IXJ-1 to
XJ-1
IXA-1
IXC-1
IC-2
IC-3
IC-4
IC-5
IC-6
IC-7
IC-8


















13

17







5










(continued)
                      E-3

-------
INDEX (continued)
Compound
Aminotriazole
Ammonium Oxalate
Amyl Acetate
n-Amyl Alcohol (1-pentanol)
sec-Amy Iben zene
tert-Amylbenzene
Aniline



Anthracene

Antimony
Arochlor 1242
Arochlor 1254

Arochlor 1254 and 1260

Arsenic


Arsenic (As"*"5)
Atrazine

Barium



Benzaldehyde


Benzamide
Benzanthracene

Benzene



Benzene Sulfonate
Benzene, Toluene, Xylene(BTX)
Benzenethiol
Benzidine j


Pollutant
Group*


S



S,T



P

H,P
H,P,S
H,P,S

H,P,S

H,P


H,P


H







H

H,P,S,T





A,H
H,T


Chemical
Class. **
J
B
B
A
D
D
C



M

G
I
I

I

G


G
J

G



D


C
M

D

. .

D
D
D
C


Compound
Code Mo.***
IJ-2
IB- 20
IXB-9
IA-1, IXA-2
ID-1
ID-2
IC-9,10,11
IIIC-1,2
IXC- 2, 3
XC-1
IM-1
VI IM-1
IIG-1
IXI-4 to 7
IXI-8 to 16
X 1-1,2
X 1-3
XII 1-1
IIG-2,3
IXG-1
XIIG-1
IIG-4
I1IJ-2
XJ-2
IG-1
IIG-5,6,7
IIIG-1
IXG-2
ID-3,4,5
IXD-3,4,5
XD-2
IC-12
IM-2
IIM-3
ID-6 to 10
VD-1,2
VIID-1 to 4
IXD-6 to 12
ID-11
XD-5
ID-12
IXC-13
IC-13,14
(continued)
       E-4

-------
INDEX (continued)
Pollutant Chemical Compound
Compound Group* Class.** Code No.***
Benzil

11,12-Benzof luoranthene H,P
Benzoic Acid S


Benzonitrile
Benzoperylene
1,12-Benzoperylene P
Benzo (a) pyrene H , T
3 ,4-Benzpyrene
Benzylamine
Beryllium H/P
Biphenyl

bis(Chloroethyl) Ether H,T

bis (2-Chloroisopropyl) Ether H,T,P

bis (Chloroisopropyl) Ether
bis(2-Ethylhexyl) Phthalate H,P,T



Bismuth
Bisphenol A
Borneol
Brine Phenol
Bromochlorome thane
Bromodichloromethane P



Bromofonn P


Bromomethane H,T

... ~
Butanamide
Butanedinitrile
1, 4-Butanediol
Butanenitrile

D

M
D


D
M
M
M
D
C
G
M

E

E

E
L



G
K
A
K
F
F



F


F


C
B
A
B

IXD-14
XD-3
IIM-4
ID-13,14
IXD-15,16
XD-4
ID-15
IM-3
IIM-5
IIM-6
ID-16
IC-15
IIG-8,9
IXM-1
XM-2
VIIE-1
IXE-2
IIIE-1
IXE-1
VIIE-2
IL-1
IIL-1
VIIL-1
IXL-1,2
IIG-10
XK-1,2
I A- 2
XK-3,4
IXF-1
VF-1
VIIF-1
IXF-2
XF-3
IF-1
IXF-3,4
XF-1,2
VF-2
VIIF-2
IXF-5
IC-16
IB-21,22
IA-11
IB-23,24
(continued)
       E-5

-------
                        INDEX (continued)
Compound
Butanol


sec-Butanol
tert-Butanol

Butyl Acetate
Butyl Acrylate
Butylamine

sec-Butylbenzene
tert-Butylbenzene
Butylbenzl Phthalate

Butylene Oxide
Butyl Ether
Butyl Phenol
Butyraldehyde
Butyric Acid


Cadmium




Calcium Gluconate
Caproic Acid

Caprolactum
Captan
Carbon Tetrachloride



Chloral
Chloral Hydrate
D-Chloramphenicol
Chloranil
Chlordane

Pollutant Chemical
Group* Class.**
T A

-
A
A

S B
B
S C

D
D
P,S L

B
E
K
B
S B


H,P G




B
B

B
S J
S,T,P,H F



T F
F
	 " "'. M
D
P,H,T,S J

Compound
Code No. ***
IA-3 to 7
IXA-3,4,5
XA-1
IA-8
IA-9,10
IXA-6
IXB-10
IXB-11
IXC- 4, 5
XC-2
ID-17
ID-18
IL-2
VIIL-2
IB-25
IXE-3
IXK-1
IXB-12
IB-27,28,29
IXB-13,14
XB-1
IG-2,3,4
IIG-11,12,13
IIIG-2
IXG-3,4
XIIG-2
IB-30
IXB-15,16
XB-2
IB-31
IIIJ-3
IF-2
IIF-1
IXF-6,7,8
XF-4
VF-3
VIIF-3
IM-4
ID-19
IJ-3
IXJ-7,8
Chlorinated Pesticides
    (Unspecified)
XJ-3
                                                      (continued)
                               E-6

-------
INDEX (continued)
Pollutant Chemical
Compound Group* Class.**
m-Chloroaniline
o-Chloroaniline
p-Chloroaniline
Chlorobenzene




Choroethane


Chloroethylene


Chloroform



Chloromethane

4-Chloro-3-methylphenol



2-Chloronaphthalene
1-Chloro- 2-nitrobenzene
2-Chloro-4-nitrophenol
Chlorophenol
m-Chlorophenol

o-Chlorophenol (2-chlorophe-ol)


p-Chlorophenol
Chromic Acid
Chromium




Chromium ( + 3)



A,H
A,H
H,P,S,T




H,P





H,P,S,T



H,T

H



H,T,P
H
H
H
H

H,P,T


H
H,S
H,P



.
H,P


C
C
C
D




F


F


F



F

K



M
D
K
K
K

K


K
G
G

-


G


Compound
Code No. ***
1C- 17
IC-18
IC-19
ID-20
IIID-1
VD-3,4
VIID-5
IXD-18,19,20
VF-4
VIIF-4
IXF-9
VF-5
VI IF- 5
IXF-10
IF-3
VF-6
IXF-11,12
XF-5,6
VF-7
VIIF-6
IK-1,2
VIIK-1
IXK-2
XK-S
IIM-7
IXD-21
IK-3
VK-2
IK-5
XK-6
IK-4,6,7
IIIK-1
VIIK-2
IK-8,9
IIIG-3
IG-5
IIG-14,15
IIIG-4,5
IXG-5,6
XIIG-3
IG-6
IIG-16,17
IXG-7
                              (continued)
      E-7

-------
INDEX (continued)
Compound
Chromium (Cr*6)


Chrysene
Citric Acid
Cobalt

Copper





Cresol
m-Cresol

o-Cresol

p-Cresol

Crotonaldehyde

Cumeme



Cyclohexanol


Cyclohexanolone
Cyclohexanone

Cyclohexylamine

Cyclopentanone
Cystine
L-Cystine
2,4-D Butyl ester

2,4-D & related herbicides
2, 4-D-Isoctyl ester
ODD
DDE


Pollutant Chemical
Group* Class. **
H,P G


H,T,P M
B
G

P G





S,T K
S,T K

S,T K

S,T K

H,T B

T D

M

A


B
B

C

B
B
•- •- B
J

S J
J
P,H,T J
P,H J


Compound
Code No. ***
IG-7
IIG-18,19
IXG-8
IIM-8
IB-32
IG-8
IIG-20
IG-9 to 12
IIG-21 to 25
IIIG-6,7
IVG-1
IXG-9,10,11
XIIG-4,5
IXK-3
IK-10
VIIK-3
IK-11
VIIK-4,5,6
IK-12
VIIK-3
IB-33,34,35
IXB-17
IXD-22
XD-6
IXM-2
XM-3
IA-12
IXA-7
XA-2
IB-38
IB-39
IXB-18
IXC- 6
XC-3
IB-40
IB- 3 6
IB-37
IXJ-6
XJ-4
XJ-5
IJ-4
IXJ-9,10,11
IIIJ-4
IXJ-12,13,14
(continued)
      E-8

-------
INDEX (continued)
Compound
DDT




DDVP
Decanoic Acid

Decanol
•
2 , 4-Diaminophenol
Diazinon

1,2,4, 5-Dibenzpyrene
Dibromochloromethane



2 , 4-Dibromophenol
Dibutylamine

Di-N-Butylamine
Dibutylphthalate

Di-N-Butylphthalate


m-Dichlorobenzene




o-DichlorObenzene




p-Dichlorobenzene




1, 2-Dichlorobenzene
1 , 3-Dichlorobenzene

Pollutant Chemical
Group* Class.**
P,H,S,T J




J
B

A

K
S J

D
P,T F



K
C

C
H,P,T L

P L


H,P,S D




H,S,T D




H,S D
, , . ,



H,T,P D
H,T,P D

Compound
Code No.***
IJ-5
IIJ-1
IIIJ-5
IXJ-15 to 19
XJ-6
IJ-6
IXB-19
XB-3
IXA-8
XA-3
IK-13
IJ-7,8
IIIJ-6
ID-21
VF-8
VIIF-7
IXF-13,14,15
XF-7
XK-7
IXC- 7
XC-4
IXC- 8
IXL-3
XL-1
IL-3
IIL-2
VIIL-3
ID-22,23
VD-5
VIID-6
IXD-25,26
XD-7
ID-24
VD-5
VIID-6
IXD-23,24
XD-8 '
ID-25
VD-6
VIID-6
IXD-28,29
XD-9
VD-7
VD-8
(continued)
      E-9

-------
INDEX (continued)
Pollutant Chemical Compound
Compound Group* Class.** Code No.***
1,4-Dichlorobenzene H,P,T

3,3'-Dichlorobenzidine P/H,T
Dichlorodif luoromethane P
Dichloroethane H,T
1,1-Dichloroethane H,P,T




i , ^-uicnxoroetnane H,P,S,T




Dichloroethylene H,P,S
1,1-Dichloroethylene H,P,S,T


1,2-Dichloroethylene H,P

1,2-trans-Dichloroethylene H,T,P


Dichlorof luoromethane
Dichloroisopropyl Ether
Dichloromethane H,P,S,T


Dichlorophenol
2 , 3-Dichlorophenol

2,4-Dichlorophenol H,T,P


2 , 5-Dichlorophenol
2 , 6-Dichlorophenol .. .......
2,4-Dichlorophenoxyacetic Acid A,H,S
2,6-Dichlorophenoxyacetic Acid
2 , 4-Dichlorophenoxyproprionic
Acid
1,2-Dichloropropane H,S,P


D

D
F
P
F




F




F
F


F

F


F
E
F


K
K

K


K
K
D
D

D
F


VD-9
IXD-27
IXD-30
VIIF-8
IXF-16,17
VF-9
VIIF-9
IXF-18,19
XF-8

IF- 4
VF-10,11
VI IF- 10
IXF-20,21
XF-9
VIIP-11,12
VF-12,14
VIIP-13
IXF-22
IXF-23
XF-10
VF-13
VIIF-14
IXF-24
IXF-25
IXE-4
VF-15,16
VIIP-15
IXF-27
XK-8
IXK-4
XK-9
IK-14 to 18
VIIK-7,8
XK-10
IK-19
IK-20
ID-26
ID-27

ID-18
VF-17
VIIF-16
IXF-28
                              (continued)
       E-10

-------
INDEX (continued)
Pollutant Chemical
Compound Group* Class.**
1 , 2-Dichloropropylene


Dicyclopentadiene
Dieldrin A,H,P,S



Diethanolamine

Diethylene Glycol

Diethylene Glycol Monobutyl
Ether
Diethylene Glycol Monoethyl
Ether
Diethylenetriamine
Diethyl Ether
Diethylhexyl Phthalate
Di(2-ethylhexyl) Phthalate
Diethyl Phthalate P/H,T

a , a-Diethy Istilbenediol
Dihexylamine
Diisobutyl Ketone
Diisopropanolamine
Diisopropyl Methylphosphonate
Dimethylamine T

Dimethylaniline (Xylidene)
2 , 3 -Dimethylaniline
2 , 5-Dimethylaniline
3 , 4 -Dimethylaniline
9 , 10-Dimethylanthracene
7 , 9-Dimethylbenzacridine
7 , 10-Dimethylbenzacridine
9 , 10-Dimethyl-l, 2-benzanthracene
Dimethylcyclohexanol
Dimethylnapthalene
• - • -•
Dimethylnitrosamine - H,T
Dimethylphenol S
2 , 3-Dimethylphenol
2, 4 -Dimethylphenol H,T,P
i

F


B
J



C

B


E

E
C
E
L
L
L

M
C
B
C
B
C

D
C
C
C
M
D
D
M
A "
M

C
K
K
K


Compound
Code No. ***
VF-18
VIIF-17
IXF-29
IXB-20
IJ-9
IIJ-2
IIIJ-7
IXJ-20 to 26
IC-20
IXC- 9
IB-41
IXB-21

IXE-5

IXE-6
IXC-10
IIIE-2
XL- 2
IL-5
IL-4
VIIL-4
IM-5
IXC-11, XC-5
IXB-22
IXC- 12
IXB-23
IXC- 13
XC-6
IXD-31
IC-21
IC-22
IC-23
IM-6
ID-29
ID- 30
IM-7
I A- 14
IXM-3
XM-4
IXC-14
IXK-5
IK-21
IK-22
VIIK-8
(continued)
      E-ll

-------
INDEX (continued)
Compound
2 , 5-Dimethylphenol
2 , 6-Dimethylphenol
3 , 4-Dimethylphenol
3 , 5-Dimethylphenol

Dimethyl Phthalate




Dimethyl Sulfoxide
Dinitrobenzene
3 , 5-Dinitrobenzoic Acid
4, 6-Dinitro-2-Methylphenol
2 , 4-Dinitrophenol


2 , 4-Dinitrophenylhydrazine
2 , 4-Dinitrotoluene


2 , 6-Dinitrotoluene

Di-N-Octyl Phthalate

1 , 1-Diphenylhydrazine
1 , 2-Diphenylhydrazine
Di-N-Propylamine
Dipropylene Glycol
2 , 3-Dithiabutane
Dodecane

Dulcitol
Endrin


Endrin and Heptachlor
Erucic Acid~
1,2-Ethanediol
Ethanol \
i


Pollutant Chemical
Group* Class. **
K
K
K
K

P,H,T L




B
H,S D
D
K
H,P,S,T K


D
P,H,T,S D


P,H,T D

P,H,T L

M
H,T,P M
T C
B
B
B

B
A,P,S J


A,S J
B
A
A



Compound
Code No. ***
IK-23
IK-24
IK-25
IK-26
IK- 6
IL^6,7
IIL-3
VIIL-5
IXL-4
XL- 3
IIIB-5
IIID-2
ID-31
VIIK-9
IK-27,28
VIIK-10
IXK-7
IIID-3
ID-32,33
VIID-7
IXD-32
VIID-8
IXD-33
IL-8
VIIL-6
IXM-4
IM-8
IXC-15
IXB-24
IB-42
IXB-25
XB-4
IB-43
IJ-10
IIJ-3
IXJ-27 to 31
XJ-7
IB-44
I A- 15
IA-16,17,18
IIIA-1,2
VIIA-1
IXA-9
                              (continued)
      E-12

-------
                       INDEX  (continued)
Ethoxytriglycol
Ethyl Acetate T

Ethyl Acrylate T

Ethylbenzene P,S




Ethylbutanol
2-Ethylbutanol
Ethylene Chloride
Ethylene Chlorohydrin
Ethylenediamine A,H,S

Ethylene Dichloride° S


h
Ethylene Glycol

Ethylene Glycol Monobutyl Ether
Ethylene Glycol Monoethyl Ether
Ethylene Glycol Monoethyl Ether
Acetate
Ethylene Glycol Monhexyl Ether
Ethylene Glycol Monomethyl Ether
Ethyl Ether T
2-Ethylhexanol
E
B

B

D




A
A
F
F
C

F



B

E
E

E
E
E
E
A
IXE-7
IB-45,46,47
IXB-26
IB-48,49,50
IXB-27
ID-34 to 38
IID-1
VD-10,11,12
VIID-9,10
IXD-34 to 37
IA-19,20,21
IXA-10
VIIF-18
VIIF-19
IC-24
IXC-16
VF-19,20,21
VTIF-20,21
IXF-30,31,32
XF-11
IB- 51
IXB-28
IXE-8
IXE-9

IXE-10
IXE-11
IXE-12
IIIE-3
IA-22
2-Ethyl-l-Hexanol

2-Ethylhexylacrylate
N-Ethylmorpholine
Ferbara
Fluoranthrene

2-Fluorenamine
Formaldehyde
Formariide
B
C
J
M

C
B
B
IXA-11
IXA-12
XA-4
IB-52,53,54
IXC-17
IJ-11
IXM-5
XM-5
IC-25
IB-55,56
IIIB-6,7
IXB-29
IB-57

(continued)
                              E-13

-------
INDEX (continued)
Compound
Formic Acid

Furfuryl Alcohol
Glutamic Acid
Glycerine
Glycerol
Glycine
Heptanoic Acid

Heptachlor


Heptachlorepoxide
Heptane
m-Heptanol

Herbicides (Unspecified)
Herbicide Orange
Hexachlorobenzene




Hexachlorobutadiene



Hexachlorocyclopentadiene
Hexachloroethane


Hexadecane

Hexanol
1-Hexanol
m-Hexanol
Hexylamine

Hexylene Glycol
Hydracrylonitrile
Hydroquinone

4-Hydroxybenzenecarbonitrile

Pollutant Chemical
Group* Class.**
S,T B

A.
B
B
B
B
B

A,H,P,S J


H,P J
B
A

J
J
H,P,T D




H,P,T F



H,P,S,T F
H,T,P F


B

A
A
A
- ". c

B
B
D

D

Compound
Code No. ***
IB-58
IXB-30
IA-23,24
IB-S9
IB-60
IIIB-8,9
IB-61
IXB-31
XB-5
IJ-12
IIIJ-8
IXJ-32,33
IIIJ-9
IB-62 to 65
IXA-13
XA-5
IXJ-34,35
IJ-13
ID-39,40
IIID-4
VD-13
VIID-11,12
IXD-38
VF-22
VIIF-22
IXF-33
XF-12
VF-23
VIIF-23
IXF-34,35
XF-13
IXF-32
XF-6
I A- 2 5
IA-26,27
IXA-14
IXC-18
XC-7
IXB-33
IB-66
IIID-5,6
IXD-39
ID-41
(continued)
      E-14

-------
                         INDEX  (continued)
        Compound
Pollutant  Chemical
 Group*    Class.**
        Compound
        Code No.***
 Iron
Iron  (Fa*2)
Iron  (Fe+3)
Isobutanol
Isobutyl Acetate
Isophorone
Isophthalic Acid
Isoprene
Isopropanol

Isopropyl Acetate
Isopropyl Ether

Kepone
Lactic Acid
Laurie Acid
Lead
 T

 P
 H,S,T
 H,P
Lindane
Malathion

L-Malic Acid
DL-Malic Acid
Malonic Acid
Maneb
Manganese
G
G
A
B
B

D
L
B
A

B
E

J
B
B
              B
              B
              B
              J
              G
IG-15
IIG-26,27,28
IIIG-8
IVG-2
IXG-12,13
IG-13
IG-14
IXA-15
IXB-34
IB-67
VIIB-3
IXD-40,41
IL-9
IXB-35
IA-28 to 32
IXA-16
IXB-36
IE-1,2,3
IXE-13
IXJ-36
IB-68
IB-69
IXB-37
XB-7
IG-16,17
IIG-29 to 33
IIIG-9,10
IXG-14,15,16
XIIG-6,7
IJ-14
IIJ-4
IIIJ-10
IXJ-37,38
IJ-15,16
IIIJ-11
IB-70
IB-71
IB-72
IJ-17
IG-18,19
IIG-34,35,36
IVG-3
IXG-17,18,19

(continued)
                              E-15

-------
                        INDEX (continued)
        Compound
Pollutant  Chemical
 Group*    Class.**
Compound
Code No.***
Mercury                         H,P,T
Methanol
Methyl Acetate

7-Methyl-l,1-benzanthracene
2-Methylbenzenecarbonitrile
3-Methylbenzenecarbonitrile
4-Methylbenzenecarbonitrile
Methyl Butyl Ketone
20-Methylcholanthrene
4-Methylcyclohexanol
Methyl Decanoate

Methyl Dodecanoate

4,4'-Methylene bis-
    (2-Chloroaniline)           H,T
Methylene Chloride              P

Methyl Ethyl Ketone             H,T

Methylethylpyridine
2-Methyl-5-Ethylpyridine
Methyl Hexadecanoate

Methyl Isoamyl Ketone           T
N-Methyl Morpholine
Methyl Octadecanoate

Methyl Parathion                A,H,S

Methyl Propyl Ketone
Molybdenum
Monoethanolamine
Monoisopropanolamine
Morpholine

Myristic Acid
              B

              M
              D
              D
              D
              3
              M
              A
              B

              B
              D
              F

              B

              D
              C
              B

              B
              C
              B
              B
              G
              e
              C
              C

              B
IG-20,21
IIG-37,38,39
VIIG-1
IXG-20 to 24
XIIG-8
IA-33 to 38
IIIA-3,4
IXA-17,18
IIIB-10,11
IXB-38
IM-9
ID-42
ID-43
ID-44
IXB-39
IM-10
I A-3 9
IXB-40
XB-8
IXB-41
XB-9

IXD-42
IF-5
IXF-36
VIIB-4,5
IXB-42
ID-45
IXC-19
IXB-43
XB-10
IXB-44
IXC-20
IXB-45
XB-11
T.J-18,19
IIIJ-12
IXB-46
IIG-40
IXC-21
IXC-22
IXC-23
XC-8
IXB-47
XB-12
 (continued)
                               E-16

-------





















*-^
£

^^
M 10
»- U
•H
4J 4J
C fl
JB
0
W
« <
-. V
'O ,* *
(^ p* tj
3 01
C -* *-l
•H fl y
jj y a
C -H C
O v* >i
CJ 0 •£
IX 0 eu
w ffl
w c
»4 ** O
2ta -rt
(A JJ
8- 4) fl
y y
0 -H
a. -rt
c en
0 fl
JJ O
fl
hi rH
JJ fl
C U
01 -rt
y e
C 01
O JC
0 0


















































TJ
01
uj

C
0
•rt
JJ
a
H

y
s
•o
3
JJ
Ui4
0

to
3
4)

u
C
41
3 •
-« W
C JS
M 0
T3
01
JJ 01
,
2 e-


>^U
•o a>
3 a
w fr-



i

fl
•H
g
5*
u

) .
n
S

CO
O
r-H


















a
3

W
0
<4-t

^
0
JJ
•rt
j3
•H
C
•rt .
«
U U
0 J=
y v
•rt CM
1°
6- ±J


1
a
o
0
in


a





o





4)
4)
U
fl
JZ
JJ
C
<
1 *
£
M

CO
0



















*w
u-i O
0
ta
& ^4
F*4 -C
»
Is
'O
V C
N —4
•o -a
•rt 4) •
X -U C
QUO
Slowly
TOD exe
oxidati


1
a
o
m


Q





O

«
^
41
y
fl
j
j
fl
N
3
m
(N
5

o
en


















•
y
c
o
y

fl

6
0 •
hi »rt
**J \,
O"1
4) £
3r*
fl l
TJ 0
fl -H
Biodegr
of 4 x







O





at


0)
c
41

hi
a
0
N
C
41
CO
1 d
M

— 4
co


4)
7^
-a
3
•H
V)
•0
J) •
jj co
fl tO
> 01
•rt y
JJ 0
y £
< a
c
0

C JJ
0 fl
•o
•n fl
0) U
10 CT>
fl 0)
J3 ^
O *
C -rt hi
0 £t J=
• rt
JJ <4rf O>
y o x
3 a
TJ 41 O
01 JJ CJ
hi fl
fN ••.
• O ro
vO O •
00 O r-i







a.





=3


1
01 -

a

0
JS 0
u y
1 -rt
a c
i  0

jj -3
01 01
?l
f^
a -rt
- jj
a tn
i in
£
M

is
! -*

\


I












T3
01
JJ
>rt
jQ *±4
•rt cn o
JS fl
C 3 M
'rt ,£
a
•u O o1
0 P V
c ^
U-l
tn o M
fl 0)
in u .
01 • fl C
.* cri o
fl "H ^ -rt
JJ 4) JJ
a o -u fl
3 JJ M na
CN a x x
O 3 41 0


1
a
0
0
m


a





o

i
(-H
^
j2
JJ 41
i §
•rt y
a fl
0--JS •
« c
cn fl
i ^
£
»— i







l
1













*M
0 hi

at
r"* *y
• ^*
c\t f^
S
•0 jj
4) aj
N fl •
•rt C
•u -a o
•rt 4> -rt
X JJ JJ
0 hi fl
41 -o
>< X -rt
»rt 4) X
3 0
0 Q
rH O 1A-
W P 0


a
a
o
m


0





o

,
^H
^
JT 1
JJ C
0) fl
S N 01
•rt C C
Q 01 4)
i £ y
O •• 1 fl
•rt CM hi
• • JS
 01
•rt O
JJ o
y u
< a











.
c
0
•rt
JJ
y
T3
01
>*
CO
^4

Q
J O
a £
m
•T
<-i 
•H £
1 CO
M

• 3
, °

'




















JJ
fl

*O
01
jj
n
.04
t*. t
z  U
Frt fl
1 VH
> JJ
JT C
JJ fl
01 N
£ C
r- A
i 0>
£
M

—
'3


















U 01

X JJ
0 3
JJ <4 O

£ jj w c
jj y o
Q 01 O -rt
,a IM a* •"
u-i w fl

41 'O -rt
3 > C X
0^30
x: o
!fl JJ 0 —•
•rt JJ fl
•-t J3 U
fl .rt >, -rt
u .e jj tn
•rt c -rt o
g .rt -4 ,H
41 -rt 0
u o fl .a


a
o
o
m


a





o



0)

1 0)
r-l hi
> JS
£ JJ
JJ C
41 fl
£ -<
i.8
rg y
i O
£ -H
M

' O
'O

_.
' J
i ^
' W
1 a
fl

£

"0
0) C
jj o
fl C

w 
-------

•a
4)
3
C
•H
-J
0
^*
-.
u
u
J
1

















fl
4)
r-l
fl
U
•H
O
"o
03

••
cn
cn
0)
u
0
&

c
o
jj
fl
u
jJ
c
0)
u
c
0
u
>j
*•'
cn
S
fl
_4
fl
«l
a.

c
o

TJ
u
••«
•H
cn
Ul
fl
U

•H
fl
U
•H
S
4)

U
CU




































>,
13
3
JJ

U-l
0
C
o
JJ
a,
•H
W
U
U)





.c

















cn
jj
c
01

5
5
»X





.^
»M*
•i
^
rn

0

cn
jj
3
cn
4)
a



jj
C
4)
3 •
-* U
VJJ fl
C £.
M tj
4)
cn a
fl >•

>.y
H
u H




3
^
fl
CJ
•H
e
01
u


fl .



o
z

o

jj cn
fl 01
> 01
•H U
4J O
U w
< a,









.
c
o

reduct
0*
00
1
O



£•
5
a.
m


3



»

1
X
4) 4)
Si JJ
rH fl

A fl
JJ Si
4) JJ
i r*
N a.
tn —
•H ^H
a >
1 r->

M
0






























t
adable
0*
4)
5

a








3



at





iH

N 41
C J->

•U rM
f« fl
JJ JJ
3 £
co a.
1  0)
c >
4) 4)
^l
C

C JJ

adable
system
u i
^ p«4 CU
4) <0 Q,
Q C O
•-• 4) O
03 g 04








3



U.






,*4
>i 4)
JJ JJ
3 (Q
CD -t
Z £
1 JJ
•H £
a a
1 CO
J
o o
C* lO


O -< O -; — -.
0 OJ S> (-. ,3 |X
1
"n '
OJ


























•
0)
"0
u
01
•a
0

a








_,



a:







4)
*H (Q
>. -i

0) JJ
•H £
Q a.
i f
j
t-4 1— »
«j
i^j
w
0)
fl

-a

*"0 *
cu c
-u 0
 |Q
Si &
Jj JJ
0) -C
1 Ou
•_* «^
•^ — I
Q >>
i in
j
Ht
,















C
0
•H
JJ
••^ tjul
A 0
•H
£ cn
C ^H
•H 4)
0 0)
C -H
• JJ
07 "0
fl 'H
•a u •
fl 01 E
u jj a
tr u a,
0) fl
•a .a o
0 O
••H *J O
03 0 —








3



Of







01
>i <0
J= "<
JJ ,D
01 J=

•-( J3
o r*i
i ^
kj
H^

























.
C
ductio
4)
of
O
0


Q,
a

in
— i



W



3







4)
>, (0
•£ >™^
*J (Q
 01
c >
41 4)

C
fl ifl
C JJ
•H fl

4) E
.r* 01
fl cn
T3 >>
fl cn
:p
^3
3
^-4
(fl
TJ
0) .
jj cn
fl cn
> «
•-* o
jj 0
u u
<: a

Q
o


c c
0 0
•H
13 JJ
41 fl
cn "O •
fl fl U
A u. J=

= 01 tj<
-21^
Jj •- 4 O
"0 XJ O
W . — iw O>
Oi -I £ j 0 S
01 fl —, -4
•U JJ C.i 4) •»
o e 3* jj .

33 2 ^£ -^ ^ ^*








3



OS






i«t
>> 4)
U JJ
U" fl
O *
\ fl
Z Si
i JJ
•H £
Q 0.
1 00
hj
M








a,



3





u

fl
r?
JJ
"O. T3
0 •-*
m u
l-l <
1  4)
.^4 O
JJ 0
U W
< Q.
Q
8

c
0
c
T3 O
01 -H
cn JJ
fl3 fl
JQ T3 •
fl W
C )-i £
o ^n
•H 4) CT-
JJ TJ \
3-2§
T3 -Q O
01
0 E

 01
-< u
jj o
u w
< a,
a
8

c
0
c
ng O
0) -^
cn jj
fl fl
fl U
C U JS
0 ^^
•-4 o) ty
JJ ng x^
0 O Q
3 -H O
•0 J3 U
4)
1-1 'o g
0*
CO 01 T
• JJ •
^O fl CO
cn Vj r^








a,



3



13
•H
u
4
U
•- *
*H
fl
JJ
jd
a.
t — i
J -H
M
Q
O
"~"




























































I
E-63

-------


















^^
M
JJ
C
G
fl
'O *
u £ 2
3 - -
C ^
n * «
g -So
1 cTS
-4 --» -C
7 00.
H -H

0 JS
u cj
















-
•«'
*






V)
JJ
c

ff
s
&





^
-o
3
CO
lu
0
CO
JJ
rH
3
CO
«



JJ
H c
•O 41
3 3 •
JJ r* U
CO M- fl
*M H* CJ

C IV
o jj a;
•HMQ,
jj fl >•
a 3 E"
•*H

o >.°
(fl "O «
a) g. Qj
U' JJ ^v
W H


j3
»-4
fl
O
•H
E
01

CJ


fl .
0
z


10





V.
•ft 1

1 {•
ji n
W 0
0) h
V 0
CO 
• •£>
T- a
- o
"M krf

i 2
^x ^r
*"*
O

















•
CO
fl
•o
in

c
•H
fl
fl
cn
V

Q
09
ft
a,
o
(M



3







C£

1
O
^5
U
H
W ~»
e^ o
1 C
Vj0 4/
% j^
T a
- 0
(N W

1 ~v
Ui ~
<~l

U3





CO
« g

| g
itf o
M CJ
4> U
OJ 0
CO U-i

#
co
^4
o
m
c
"*
uction
•o
(U
jjp
o
o
I
a.
o
o
(N



a.







^j

i
0
j*j
u
H
W ^
fr« O
1 C
U? A)
• £
T a
- o


i ~*
^ in
1-1
(N
0














1
J3
•H
Jj
C
•H
g

•D
0
U] JJ
U
V 01
JJ 41
a,
3 >
W
C? JJ
1
Q.
o
1
r-4



CO







o

i
0
JS
u
•H
Ll ^
t- 0
1 C
vO 4)
* ^j
T 0.
- 0
W


•
tn
fl
•o


c
•H
ction
3
•o
01

0*
cn





a







J

j
0
j;
U
•H
Ul ^
H 0
1 C
CO 01
« ^5
•* a
• 0
IN Ll

I *]?
X
1~(

«
cu"
3
jj
C
O
0












































, - - -•









E-62

-------
     1)
_   "
*r7   01

 0)   tl 2
 3   ^ ±
 C   ^
U

cu
    Ul
 y  -H
•H  o
 ^n c
 o  u
-4  JZ
 o  a,
•H
03
      Ul  -H
      in  JJ
      D  15
      u  y
         tn
      c  in
      O  *0
     ••*  r*
     JJ  CJ
      <0
      *H  —I
     JJ  iQ
      c  y
      01  --4
      y  E
      c  01

     35
IU
11
K






































X
TJ
3
JJ
U]
**
O
c
o
• H
JJ
a.
•H
y
Ul
*











tn
jj
c
u

5
5
U






^J*
^
1
WJ



tn
jj
tn
a:





jj
e
3 •
>-4 1-1
H-l 10
C JZ
M U
•o
11
JJ 4)
>
2 H
xy
•O u
3 a
4J >.



A





^
in


01
o
O
z

yD






^
V)
JJ
c
"U
£
I g
^1 O
M y

01 W
1) 0



t
Ul
V|
J=

o
fN

C
•H
C
0
•H
y
T3
U
*"*
if

fN
e
£
Q,

O
O
fN



04




J


1
o

Q
^
J=
Pentac)
phenol
i "
« ^
(N
O
cfN  0
en «-i



•
Ul
V4 •
j:

Q
fN
r-4

C

c
0
4J
y
3
•O
I)
u
of
vO
CN
e
a

o
o
fN



a.




J


i
o
Wi
O

,•
y -i
(0 O
JJ C
C 01
0) .C
04 a.
i •"•
HI



D

1
r-4
Ul

*o
1> •
jj en

> D
•-i y
JJ O
y u
< a










•
c
0
•H
JJ
y
3
•o
01

an
• A
Uf
ON
1
O
ON
0
O
 0)
•H y
4J 0
y >-
< a,













c
0
JJ
y
T3
U

40
in
ON
I

O
O
4








Phenol
i £
«
ON
<-*
~*


y
3
0
u
u
fl

•a
01
•iJ •
TJ U
€ u
•H 3
r*H 4J
y -4
y 3
< y













c
0
•H
jj
y
y
-a
u

00
r*4
f*

Q.
a
m













C
0
•H
JJ
y
3
V

a*
fN
V0
a
a
CO




M




Cb








1 Pherio 1
1 ®
M ^
vfl
C
"^


















^
V
JJ
 0)
•H y
-w O
U M
< a




*
u
e
o
y

c
i)
3
vu
IM
11
.a
9*
a.
^^
3 JS iO
a
IN ^ Q
O (N £H
&
04

O
o
tn



a




o








Phenol
I 0
M
rN

V
1
e tr
a< o
o
o m
(N
,-H (S;






f
Ul
jj
2
>^> ai
s
1 g
Sii 0
M y

D hi
D O
W »u




•
(A
M
ff

CO
e
•H

0

Jj
y
-o
01
u
of
O
O

i
a

0
0
CN



r-4 O,




U
aT








Phenol
i ->
M




J








Phenol
i 
M
<


O
3
O
U


























































                                                                 E-61

-------
TJ
41

C
•H
JJ
C
0
u
M


























^
HI
*M*

JJ
**
0)

j3
(0
0>
u *"*
fr* *
O -4
•H O
cn c
s* MI
>-4 -C
OM
Orf
•H
••
c
•• O
UJ •-*
V) JJ
01 "3
0 0
O •-•

0, •«
07
C V)
O id
•H *-4
jj CJ
Id

JJ [Q
C U
1) -H
u g

5 j=
u a













•
Hi
(JJ












co
p

01

5
U




-^
*ri

^

C/}
li-j


0)
^J
U)
41
at




jj
H c
TJ 01
3 3 •
JJ H4 Wj
CO ^ rtj
C £,
04 HI O
0 -a
C 01
O JJ 41
H u) a.
JJ id >*
a 2 H
H

0 5sW
(0 TJ Ot
o; 3 a
a -u >
CO H


JJ
,-4
o

e
f*
f.


ra .


^
co






41
cn
TJ
3

M

TJ
41 •
JJ CO
r 01
3 §
o u
< a
a"
8
c
o
c
TJ 0
01 "4
V) JJ
(fl fQ
JM) *O
f0
C U
o cn •
•-» 0> k-i
jJTj-fi
o 5
3 -H cn
* £ 8
m 01 cn
 •
JJ CO
 cu
•H O
•u 0
U H
< cu
a"
8
c
o
e
TJ 0
01 -H
VI JJ
fl fl
XJ TJ •
UJ U
C U J=
0 0^
•H *



01
cn
TJ
3
^
UJ

•O
41 •
JJ VI
10 05
> 4>
•H O
JJ 0
U U
< a
a
o
u
c
0
e

01 •*
V) JJ
fd •d
J3 TJ •
 «
t) CM 01
X O <0




S
cu

^H



CO







o


1
0

•H
c
a 'o
/ c
T 01

IN a.
i ^
^ fS























£
a,
r-4
(N
U-I
V) 0
UJ
2 «
w
4) J=
^
 41
U W
< 0,

a*
8

c c
0 0
•H
TJ jj
01 ^
(0 TJ
fQ fQ
^3 ^
C 41 Vj

jj -H cn
U J3 X.
3 Q
TJ 1*4 O
01 0 O
01 C1
m «
CO M ^O











a.







3


1
O
jj
•H
C
a 'o
i j: . ..
•v 13
* j->
 41
•H CJ
4J 0
U W
< a,

a*
8

c c
0 0

TJ JJ

CO TJ
03 itj U
Q W jZ
cn
c oi cn
0 "g ^
.-( CJ Q
JJ -^ O
0 J3 O
TJ **  U »-l











0.







3


0
C
£
a
0
i
•H
z
1 1
s a,
i cn
HI

— 1
CD






(U
0^
TJ
3

to

TJ
0) •
JJ CO
id CO
> 0)
•H U
JJ O
O l-i
< a,

a
8

c c
0 0
•+4
*0 JJ
CD rtj
W *O
13 fl
X3 xi •
c^ w
•-t 0 cn
JJ -H \
o ja a
3 O
TJ <*4 O
o) o
0) S
^^ (fl ^*
@\ Jj J«^











a







3


"o
C
cu
a,
0
^J
•H
Z
1
0
1 0
HI

CO
ul

3

u
O 01
cn
TJ TJ
01 3
JJ i-4
ra cn

•-4 TJ
Jj QJ •
CJ JJ JJ
d 01
0 feJ
Q. ^J ^








•
C
0

JJ
o
3
TJ
0>
00
cn.
v|

jQ
QJ
a.

f*»
CM




M







3


"o
C
0)
o,
0
JJ
•H
2
1
0
1 — i
M

CO
in









•
7)
JJ
_, C

s
f g
i
-------




T?
01
3
C
•^
*J
O
O
*"
1
cu
&}
J
2}
5
J-»


















OJ
J
TJ
V
&•< i?
^_.

TJ cn
U i->
•H 0
0 41
-H JT
o c^*
OQ
..
C
•• O
01 —1
01 JJ
41 TJ
CJ 0
O •-•
U UJ
0, •-»
VI
C tfl
0 Tj
•H — 1
jj CJ
TJ
IH — 1
iJ TJ
C CJ
0) --I
0 £
C 01
O -C
u u











































Si
TJ
3
4J
CO

U-l
0
C
o
•H
JJ
a
o
U)
w
0

en
^H
3
OJ
a:






c
^
r •
^ W
IU TJ
C .C
1-1 U
TJ
01
JJ OJ
o a
TJ >
3 f-
XCJ
TJ «
s a
JJ >
CO H

1
I
(0
y

£
2»
o

0
z

3



0)
CP
TJ
3
H«H
OJ

TJ
41 .
jJ (fl
HJ V)
> 01
•H CJ
*J 0
CJ W
< a
o"
8

c
o
c
TJ O
0) — I
tfl JJ
TJ TJ
f"| *^J
TJ
C VJ •
0 QP* ^*
•-. 01 JS
cj a CP
3 -H \
TJ -0 Q
01 O
U 










a




3




_(
0
C/1
01
u
a
a
1 2
-
"^
33



01
CP
TJ
3
*— «
{/)

TJ
01 •
JJ «]
* w
> 01
•**4 O
O 1-
< a

Q*
o
u

c c
0 Q
• H
TJ JJ
01 TJ
in TJ
TJ TJ
_Q W •
CP W
C 0) J=
o T;
•H 0 CP
u J3 a
TJ *J O
0> 0
Xj CP
01 £
Of JJ
rn /O O4
CO M ^










a




=


i

'e

•H ^
Q 0
1 C
«r a;
r\i "a
^ ""^

,-*
33


f
0)
CP
TJ
3
*H
U)

TJ
0> •
4-j in
TJ W
> u
•H U
jj o
O 1-
< a

a*
o
u

c c
0 0
•H
*O iJ
OJ t3
C/l "O
f^ fO W
^3 v< JZ
CP
C 0) CP
0 « \
•H S Q
a ja o
oi "o E

oi tn
0* ~t
03 TJ O
a> w "(










a.






i
0
o
2
CJ
Q 0
1 C
TT 1J
(N ^L
1 2
^
^
-^





















•
t/J
>^
TJ
TJ

vn

c
•H

01

TJ
TJ
TJ
CP
0)
TJ
0
• -4
03

e
UN
a

o




D






1
0
0
^
CJ
a o
1 C
rr cy
rJ" a
1 ^
-
0
•^






•
tfl
4j
c
_, 01


^i 0
M O

o< u
0) 0



•
U)
w
JC

in
r-i

C
.^

*"
0

CJ
3
TJ
X4

5*
O
o
•^
£
a
a

o
Q
(N



_






1
O
0
JJ
CJ
Q 0
1 S
rf 1)
 0
M U

0) kj
ot o
00 •**


•
(A
u
*£•

n
on

C
•H

<—
0

CJ
3
01
U

of
O
O

£
a


o
o




0*




u


0
o
j£
'->
Q 0
1 C
"".. 2,


2
^!.
.^x

^"
y2



M




J

1
0
0
,c
y
Q 0
> C
5^ S
oj* "a
i 2
^

J







yi
4j
c
OJ
€
i g
^ 0
M CJ

0) ^
OJ 0



•
CO
^
J=

00
m

C
.«^

C
o
•H
JJ
o
3
a


a**
o
o
— 1
5

£-

C

OJ



o,




J

i
'^
0
•^
u
a o
1 C
u"> O)
04 a
i &
!-

_






•
yj
jj
~
2 oj
^H gj
1 ^
^ 5
M CJ

01 W
4) 0
co ^



,
tn
^
TJ
TJ

m

«
•H

—
0
3
U
tj

gA
0**
 4)
•H U
o 2
< a
Q
8

ct
0
c
TJ 0
(Jj -^4
(/} XJ
'O ^3
ja TJ
TJ

0 CP >-
-( 4) .C
a o CTV
3 -I X
TJ ja a
0) O
Vj UH CJ
0
«» CP
to 01 £
i «j
in TJ in
CP W rn










a




«,

i
-r


£
f 2

ri ij
ioj a
.' ^
H^

-0



ii

•6

^^
w

TJ
0) • ,
Jj V)
-a M
> 01
•-< CJ
u 0
CJ l-i
< a
a
8

c
0
c
TJ 0

•A JJ
TJ TJ
.a TJ
TJ •
c ij u
o CP ^:
.-« 0)
JJ T5 CP
o o \
3 •-( Q
TJ -a o
0) CJ
W '-M
0 CP
o* E
LH U 04
• Jj I
*3* TJ CD
CTi U OJ










0.




3

1
^
^J

s
G 0
I c
^ ^
04 a
i ^j
-

3 ^



O

"O
3

yi

TJ
01
jJ (rt
tj en
> 0!
.-( CJ
JJ O
u u
< a
Q"
8

c
0

TJ 0
0) — i
•Jl JJ
TJ TJ
A TJ •
TJ W
C X .C
O CP
•H 4) CP
JJ TJ X
CJ O C
3 ~l O
TJ £( U
4)
k* u-i CP1
0 E
of
u"i 01 ^
• jJ '
TJ. TJ O
CA W ^^










a




=>

(
•^
,j
a
a
••H — ^
O 0
1 C
"1 _2
04 a
i ~1
'«
|

5
—
^
J

























t
1

































1



i
E-59

-------
E-58

-------
•o
a>

c

4j

0
u

I
M
     (U
 M
g-  w
    0)

"fl •'S
 O  O
•H -H
 CP JJ
 0  CO
^H  0)
 0 0.
         c
     ••  o
     M -H

     ,
T3
3
ij
en

<*•(
C
o
•H
4J
0.
-H
U
O
(fl
y

U-i
0)
a.



a
c
V
8
•o
3
V)

0
CO
•»•>
3
,o
t3 ttJ
3 a
•W ^
A





T

11^
fl
u
e
0)
J=
a
o
z
_
r*j
"*









t
•Q

-------
E-56

-------



TJ
4)
3
C
•P4.
JJ
C
0
CJ
p^
1
a
u
_j
cp
g















jj
c
4)
ITJ ^
41 —
M
H V)
4)
ITJ -P4
O U
•H -p4
0* JJ
0 v)
-H 4)
0 CU
•H
CO »
•• o
W -H
05 jj
O O
0 -H
CU •-!
en
c in
0 ^
jj U
ITJ
W ^H
JJ IT)
C U
4) -^
U g
C 4)
0 -C
u u


































•o
3
jj
to
*«
0
c
0
JJ
a
•H
U
u
VI

Q

S.






T


•
0)









in

£
4)

5
O
o




TJ
to

'o
V)
Jj

3
U)
4)
Cb




JJ
C
0)
3 •
pi W
IM TJ
C J=
TJ
jj 4)
M Q,
TJ ^
X E*
>u

3 a,
jj >.

j
.
TJ
(J

E
4)
O
i .
o
z

!N
















-a"
3J
TJ
ITJ
4)
•a
>,
-H
TJ
0

IJW
•H
e
c^
•p4
V7
JJ
0






=




O







c
•H
U

1 pH
M

(N
















•
»
£
C
TJ
U
••4
•H
C
o*
•H
V)
JJ
O






=




o

4)
*0
N
TJ
H
^4
JJ
0
c
1

1 4
p^
JJ
£i
•H
W






3




O




4)
C
IT]
•a
r"

1 f^
rj
i
CM























4)

ITJ
•O

TJ
>,
JJ
C
ITJ
U

^
C
0>

. j


0 0
JJ 3
TJ M
TJ Pi •
w en
CT1 JJ 4J
4) C •*
TJ HJ O
0 JJ 41
•i 3 Qj
a g vi





4)
U-l
•H
vu

(0

C
^
S
(N
5
CJ S
o a*
m
• 0

en eo

a




J








3

1 &
M
rsi
ffi

i
-J
a
c
Q
O
'-i
0
14^


1
PTJ
M

(41
4>





.
4)
X-4
•H
-H
1

"TJ
jj

ti
jC
^.
2
04
O* TT
o
o o
rsi r-t

=




ij





C
O
c
N
ITJ
a

i r«
M

IN
















TJ
4)
TJ
TJ
4)
•a
>,
^
o

•*H
C
o^
•H
(0
JJ
i






3




O





e
0
c
H
N
TJ
a

1 03
"-5
1
rM


i













TJ
4)
TJ

W
CT>
4)
TJ
>,
jj
e
TJ
U
•H

C

.^
V)
JJ
i






3




O





C
•H
TJ ' '
p-l
4)
•H
a

1 ^
1-5
M

(N


t













TJ
4)
TJ
IT)
cn
4)
TJ
>,
jj
C
T>
U
• 1

c

.^
(0
w
i






=




o







c
•H
t,
c

1 O
f-J pH

Irj
1 "^


i



















4)

TJ
(Q

pn
4)
"8
..4
a






=




O







i
£

1 -H
^ -•»

fN





















TJ
4)
ITJ
CT>
4)
TJ
>.,
pH
JJ
Si
•H
rH
W3
1

O
O
in

s




O



^4
0

.-C
u
fl
JJ
04
4)

1 (N
pH

,03


_l
u
C1 T!
0 1)

'o •-(
J 0
Vj Pj

CM o^
o c

41 TJ
W 4)
3 4)







3

o
3
TJ
4)
W
of
r-
g
Q!
o
CO

•-1

M




Cb




4)

•H
U 4)
jQ Jj
W TJ
4) U
S O

1 rn
2 "*

CN
— H















TJ
41
TJ
ITJ
en
4)
TJ
«,,
JJ
ITJ
0

•H
c

•H
U)
JJ
i






3




o






4)
C
ITJ
TJ

| ^t
M ""


^
1
~
•i
0
o



















































E-55

-------
     c
     01
     E
     JJ
     fl

T?   2
«   £~

c     °

I   s»


8   |*

7   "o z

«   a


3   .. i
oa   cn -H
<   cn jj
6-|   01 fl
     O O
     0 •*
     M .
T3
JJ
U)
*J

e
0
-H
JJ
a
•H
U
CJ
U)
tt)
a











CO
Jj
flj
w
M
/^
cS






%_
^*
*T"t
^
— J
JJ
M
tl^j
*H
O

(/)
J 1
*J
*"H
cn
CU
CS




JJ
c
0>
"4 tl
UJ fl
e js
M CJ
•a
01
to a,
fl >.
3 f«
>.o
'O 11
3 a
jj >•
M e-
.a







fl
.
rH
fl
CJ
*v4
g
0)

CJ
0
1 c* {in
:N
~H




01
C"
TJ
3
.-H
cn

•a
0) •
jj cn
fl cn
> CU
•H O
JJ O
u u
< a












,
c
0
• H
JJ
U
•o
0>
Wl

df
O
<*•)
X)
a
CM
O
r»
PM


Q



b

0*




^
0)
.*
CJ
.^4
z
i in
tj fM
z M
T ica
1 "\J 'M 1 —(
I
^J i CD JT 1 -< i TN 1 O
1
r\i , ?N I !N i **i ; a , ? i
-HJ'-';—  CU
•* u
jj 0
CJ U
< a












«
c
0
•»<
jj
o
•a
cu
u

of
CO
-«

i





iaj
i cn
•o
i
in
jj
c
05 §
1 E
CJ 0
M CJ

0) W
CU 0
CO ^
c
0
•r 1
JJ
•H
>3
•H
jr •
C jC
•H JJ
M 0
0 W
cn
c
0 — i
•I* fl
JJ U
fl ••*
-< C"
3 0
S t
•-4 0
JJ ••*
CO J3

0 «*-(
Z 0
1
a<
0
cn
i
m


CO




>J



E

H
jj
C
0
w
Ij
M
1 (^
U  01
— i U
jj O
0 J.












.
c
0
• H
JJ
u
T3
CU
w

o*
cn
00
I
a.
0
— i


3




a:







o

N
1 03
CJ (N
hH
, I 0
i iii : T
i 1


' ! 1
j |
i
1
1 i f
i 01
! , cn

*
tn
«j
2
1/1 1
1 6
O 0
M U

CU W
CU 0
cn >*-i
c
0
•-<
JJ
CJ
3
T3
cu
h
a*
fH
cn
i
o

a 
w
fl
g
•H
u,
a
c
•• ^

/—
o
•H
JJ
O JJ
3 C
T3 CU
0> I
U JJ
fl
of CU
CO U
—I JJ
a.
m
(N




>,
U
fl
e
•H
U
a
«
••-*

—
0
• H
JJ
U JJ
3 C
T3 «
CU S
IH JJ
fl
«*> CU
^ U
i-l JJ
I
o
^4


a



a
^
CJ






u

tg ., ,
U °
tH
03 1
' £
U 0
M U

o> w
01 o
cn -*
co

TJ
CU •
jj cn
fl cn
> 01
••* o
jj 0
u w
< a












,
*+
5
• •4
Jj
0
•o
CU
u


-
i i _j

1 1 =
!»




















.
T3
0>
JJ
•H
J3
• *i

"£
•f<

CU
X
fl
w
a.
3
90
O CN
<£ ,O
1
&
a
^
cn
O


a



b

CJ*






o

H -^^
N ' - N'
1 — '
CJ •*>
M
iS,
M
a
a
~+


CO




J







u
c
N
iS
M
1 3"*
"3

*^
cn

•o
cu •
•u cn
fl cn
> 0)
• H O
jj o
u w
< a












%
C
0
•H
jj
o
•o
CU
u

0*
r«
in
a
a
r*
in
n


3




K







O
C
*^
N
o rn
M
' w
-
!

























































                                                 E-54

-------
3

C
0

U
u
J

s
r*





















—^
M
^•^

JJ
C
0)
1
2
6* —
0
—t •—
ftj
o tn
•M ^-t
O^ t3
0 -U
rl 0)
0 X.
•->
55
V) JJ
Proce
;if ica
UI
c «
o ^
•*H ^H
jj U
fl

c o
(U -4
u e
C 0)
O JZ
U 0













U-t
D
31





JJ
c

2
o









^
'T1
"2
3

Vj
0
in
JJ
3
VI
W HI CJ
0 -a
C 0)
O jj 11
H in a
JJ ITJ Ss
a. 3 H
0 X°
U) >O 0)
9) 3 a
a -u >,
CO f«

J3
	 .
tf
.f^
£

^;
O

TJ •
O
z
JN
b














,
o
c
0
u

JJ

0
o
1 O
0 0* S
• o a,
o -< a



23



o






— *
m
C + -
O U
W ti,
M ^-»

1 ^*

M
0
CM



























0
•H
JJ
CJ
3
•a
0)


«j
rn
CO
s 2
Pj
p» ""J
^ JJ
r^ S



O



^1
U







c
0
M

i in

t-H





























5
• H
JJ
U
3
-0
0)


<*>
(N
vjD
g 0)

3 C
^O — < O
• 0 w.
o in •-.























^
~























•o

jj
|
"c
.H
d)
Jli.
•TJ
JJ
a
3

CM
O
1
Hi
0
o
1
o







o








"3
fl
y

I ^0
o^

_
,"^«




.
J
J.J 3

' J O
"-> U

o ^
CJ 0
tn •«
—
0
._,
4j
•^
^
•*^
^ t
C J™
•^ «J
3
W 0

0 ^
JJ U
fl — .
3 0
S ->
•H 0
•U --i
'Jl Q

0 U-4
Z 0
-a
a
a
0
in
i
in



en



j








^
(TJ
S

i r-
o -1

^_
j




.
in
C3 ^

1 a
CJ 0
i-t U

u w

^4

j^J
C3
uO
1
f-4
^
§
«•*

o
|
u-1



VI



_j






U
3
J
W
S

i ^
^ CN

^,
—


.,
21
3
^-4
T3

jj tn
> (U
.-, u
jj o
u w
< a.













3
. ,^
CJ
3
TJ
11
U

at>
03
t



J1
3
"in
-3

•^ s
>  O
jj 0
u u
< a,











,
0
•H
JJ
O

•o

-------



























*^
M
»••*
JJ
C
01
5
|Q
Ir? *
M £
2 H —
1^3
% " in
C ._, .1
O ^^ /Q
U 0 JJ
zr "• "
71 or
' -H
u aj
u e
J •• 0
201 -1
en jj
6- o) m
O CJ
O -i
04 -H
c tn
o *o
•H rH
JJ O

£ «
c u
0) '1
c S
.35










•
01
*












tn
4J

dj
|
n
CJ






-
^7*
3
*^
C/7


fj
**
3
U)
UV
u*






jj
H c
•O 4)
3 3 •
JJ .-I Li
05 IM iTJ
IM i-i CJ
0 T3
C 01
o jj o)
•H co a,
JJ 10 >
a 2 E-I
o >»°
in TJ o)
« a Q,

J3
fl
o
•H
1)

fj

03 .
0
Z
en
0
"*
o
<7>
in
o
CT> jog m ^
O ; JN
•-i

(N
V4
IM > 3 tn
0) 0) JJ
> JJ C
M U) «
3 ft ~*
M 3 a.







•
o
c
o
u
c
01
3
i-H
S
D
_£J
a,
a

VJ?
i»4

jQ
s-
a,
r*
 W
3 JJ
E
w
144 OJ
0 JJ
H) .
>, 3  JJ C
LI tn iq
3 fl rH
cn 3 a



i
u
3
T3
0)
M
0^
09
1
fN 73
(N Q)
>
(J)
2
o
m

M C5



Q



b.




H
§
^
•C
CJ
1
cj in
M

03



























•
CJ
§
y
e
0)
3

^M
4)
j
*•«
a,

CN
•
O

0.
in
"i



a



Cu
O*



H .«•.
§ +
iW W
J= CJ
CJ ~
i
U *J?
*"*

ai
•0














.
O
C
0
u

4J
« •
•o a
oi a.
jj
•i O
J3 0

g
c c
•1 fl
4) jJ
e
o
ai
0
^
jj
•H
Z

IM
o

t3
3
10
.
JS
jj
3
0

CT>

"3
y

^•4
0

£
n
X , 01
10 U 4J
Jj 1} /•**
a - -a
3 tl i '^
1) t *^
CM U | C
O T>|i-»
i
0
O
0
o
0
7 &
^ a



a



O




• p4-.^>*
cw?

JC O
o —
1
0 r-
M
in
o
i
03
°
0
(N T in
rsl
(N ,-N

^
9 1
T?
; ' ' i














•
iTJ

14
0)

y
«
£t

























E
a
10
-
— 1
cS
tioj
M


0)

•0
3

tn

TJ
01 •
jj in
iq in
> 01

y u
< a











•
i~
5

y
3
4J
u

of
in


E
a
a,
o
»H



|3



flj




k4
S,
0.
0
CJ
o  o
C/J tJ
en
c
o
•H
JJ
y
3

0)

0*
r-
i—

^


€
1

4)
•H
A
y


a
•o *
§ M ^
Ll iM C3



a



t.




LI
0)
a.
a
0
CJ
1 O
O i
M






*
A
jj
C

03 E

U 0
M y

4) LI
0) 0
CO IM
S,
JJ
3
0
LI
o>

,•4
y

I
0

-Q

1
jj
13
d
3
E

jj
C/l

O
ro
1
in
.
J=
JJ
3
O

CP

rl
y
•**4
^
Q
^^
0

^J
T3
0)
jj
.^
_q
•i
jj
C
M

J3
1
in
i
O
in



CO



^




LI
01
a,
a,
0
u
i •-•
a -H
M





0)

T3
3

tn

*^j
0) •
JJ 10
>a in
> 0)
•H y
jj o
y LI
< a











t
c
0
•1
JJ
y
3
•o
0)


40
in
p^

1
O




Q



0,
CJ



^4
0)
a
a
0
o
1 fN
M

c
U
' ,—
n














.
o
c
0
o

JJ
fl •
•o a.
4> Q.
•i O
.0 0
•i ^H

s c
•i fl
JC
4) JJ
•* u
JJ 0)
a. jj
S (Q
01
CM M
O {Ji

0
o
o
O §4
* a.



^



o




4.^
CM
c+
0 01
U Ct,

1 1*1
o ^
l-l
o



























































E-52

-------
•o
OI

c
§
y
M

u
j

s
























JH^
M
*••*

JJ
C
I-
jy &4
(0 —
0)
Ll (A
H C
~2
iq LI
U *
•H y
ff-S
^ iq
0 S

CO
•*
c
•• 0
«> •-!
(/I JJ
01 fl
U U
o •"«

04 -H
c 
•o
3
JU
CO



c
0
4J
o,
•H
Ll
o
W



s.







X

•
01
ac










en

.
si
P
9
5
U





•^
T3
13
JJ
CO
O
09
JJ
"3
U)
0)
a






jj
c
01
3 •
-4 Ll
U-l 10
C J=
•H CJ
•a
01
j^j flj
tf) CU
rd >
3: e«


ikO
1-2,
jj >
CO f*



J
ifl
o

"e
2i
^^

i •
o
z
in
o




~ 5
U P
B;
•H JJ
C  2 (0
01 01 JJ
> JJ C
LI u> iq
co * a.










c.
0
jj
y
•o
01

^
o
o
r^



(Tl
•
^4
1

• a,
o a.



M




0
*
CM



e
Li
0

0
Q
•W
CO
ci,-

r-4
CN


i


























c
0
"i
4J
y
•o
0)
Ll
^
o
o
(«^



j3
Oi
a.

^
^
^



C/3




3
a»
^5
•H
O

J~
c y
O fl
25 Li

<0 01
CJ £1
i«
M
in
Co








•
£0

C
(U
S
| C
Cb 0
H-t U
1
01 Ll
oi o










c
0
JJ
y
T3
V
U
,,„
O
o
FH




,,Q
0,
Q,

ft
•*








U



g
0

0
Ll
0

.c
0
Cu ">

un
^o








•
CO
XJ
c,
01
^^ £
i S
tu 8
H4 0

0) Ll
o> o
CO >u




•
y
c
0
y
e
i Ll
£ 0
JJ ~1
01 J=
Z 0
cL *

Lfl
o








,
U!
JJ
c



Cu O
M y

0) Ll
Oi 0
CO "t-i
o
s
0
y

J^
c
0>

14-1
0)
JQ
a
a,
0
o

e- c

^ £,
• jj
—1 0)
» 0
^ Ll
Cu^

33



—
J
fl
O 01
•a -a
01 3
jj — t
>q  01
L, .H g
0) JJ JJ
•o y *
3 iq o>
0 Ll








,
0
• H
JJ
y
3
T}

o
f)
.
•H JS
Li JJ
6-. Oi
Cu ®



O C
r-t .

M JJ
H (U
&L<*

Ll
0








t
a)
jj
c
~< *•

| CJ
Cu 0
M y

01 Li
oi o
CO «-i










C
o
JJ
o
3
•a
^
#»
o
O'






^
a,
a.

CO



M




o
or
•o

Li
0
^
u

^
c

>
ci.o



^^
-r^
C
§
.^
jj
c
0
u

































































                                         E-51

-------



•a
,
T3
3
4J
C/}

u-t

C
O
•H
JJ
a
o
U)

u

•
0)
cs











Cfl
JJ
C
e
§
o
u
•o
3
to

(44
0

U)
JJ
3
M
01

3 •
*•* Vw
^4 13
C -C
M O
•o
.
s e-
>,a
•n O)
3 a
JJ >.
Ul H
1-1
•H
01
a
 V
•H (J
JJ 0
U U
< a


.
c
0
• H
JJ
O
3
0)
U

00
in
@\
i
in
so
^ •jj'm
T3 HH JJ
O < *n
f^ ^^
5 O
a o
O tM CN O
CQ o ^r -<


M




Eu


a
0
Wl Wl
a oi
0 £
U) J
u -<
M

7
-u
fQ
u
qj
10

t3 •
1) C
jj 0
TJ 0
m tr
U «J


.
C
0
• H
JJ
U
3
•o
O>

on
0
en
i
O
^










1— 1




Cu


r— 1
CU
0
i-l W
a. 01
0 JS
tn -j
o
*™^





t? a>
Hj &\
X TJ
•-( 3
e -i
(0
-H -0
0< OJ •
JJ JJ U)
01 iQ VI
•H > 4)
a, -^ o
E JJ 0
O 0 Vi
u 10 a


.
g
0
^
a
3
TJ
01

«*
in
Cf^
i
in
CO










i-i




b


ft
a
0
u u
a a)
? —
i !N i «
M



^^
•n

3
c
•H
c
0
^
















































E-50

-------
    c
    0)

    5-.
^^  cu o
TJ  i- ^>
D  E-
o
u
       «
    -I U
jj  y
0^ £

5 °
0 <
••^
CD

   C
 •• O
(0 -H
en jj

CJ O
O -H

a. •«

c tn
o *ts
    C U
    0) •-*
    U S
    C OJ
    O £
    u o
0)




































>,
•o
JJ
CO
U-l
C
C
o
JJ
c.
u
u
en

Jj
,-4
3

V
«





nfluent
har.
•-> O
cu
JJ 0)
in c.
3 c-
>0
T3 CU
3 O.
Cfl E-
n





^^
1]
CJ
•H
5
0

6
i
-H vO
""* 1













fN

cu
ii
TJ

T3
cu
•4J •
•- 1 C.
a o
•rj '~4
_£ iJ
C ^5
•f^ ^3
•H
OJ X
.* O
fO
U <4J
a o

in
O £
S
o
0
m


Q


O

2 2 a
3J U D
">• ">,'>,
XXX
1 1 1
S. 0 i
3 3




cn
JJ
TT ^)
T E
Q 0
M a
CU h!
O O
CO «-

0
0
u
JJ
c
cu
3
IM
U-l
1)

.Q
a
a.

o
•
tn
r-l
1
o
~
1
o
(N
1
0

-------
I
c
•rt
4J

0
y
i
u

u
J





-~
c
oi a
JM •»
co
•H O
y xi
•H (0
0 0
-H U
0 <

Process:
iif ication
tration
al Class
Conceit
Chemic



0)
a.

CO
x>
c
01
0


•o
XI
CO
IU
0
co
XI
ft
co
0)
at


f Study
Influent
Char.
u -o
C 41
0 -U 0
H co a
a s £"
u :*w
CO »O 4)
of, 3 a
° to £

b
Chemical
fl .
0
2



en «N
01 M
t)  XI
CT fl -H
in u x
>£ ^J O
• co
1 3 0
n co
in co
• IX] 14
Ort f?

1
a
o
a
o

Toluene
1 fS
a r-
HH
o




4J
•o •
oi cr
xi 0
X fl
41 T3
•H
Q^
IXI
<»• U
ft f
CO fV

1
o
m
a
o

Toluene
I m
Q r-
M
in
lunicipal
eatment
B M
XI
(N
"o x/
>i 2 CO*
> x) C
w co fl
3 fl «H
to > a
y
0
xl
c
01
0>
n
a
o
1
o

1
o
1
CO
M
a

Toluene
Q r^
0
in
4)
ty
•2
aj
•n
01 •
xi CO
fl co
•-« y
xi 0
u u
< a



• H
Jj
y
•o
01
w
of
0
U">

13 X) O
fl ^ O
0 0
1-4 (N ^
Q X«
03 0 13 "-
M
fc

Toluene
i m
Q r-
cn
' continents.
O
M-l
O
CN
a
a>
CO

co
0
c
0
'educt]
a*
o
o

1
0
0
m
1-4
=

m-Toluidine
a r-
M
S
• comments.

1
0
1,2,'4-Trich]
robenzene
1 CO
Q r»
s
• comments.
O
o
(N
1
a
0>
41
CO

CO
O
m
c
0
"educt.
of
Q
O

S
a
a
o
o
-
=
1
0
1,3,5-TrichJ
robenzene
O r»
5
-1
\
5
C
O
0
U-l
O
ra
Q
cu
CO

(fl
o
m
c
0
y
3
•o
01
o
o

1
a
o
0

-------
TJ
OI
3
C
•H
JJ
C
o
u
 I
u

s

E-




























^*
M
•™*

JJ
C



IT] —.
o> o
Ll —
E"
u)
rH O
ITJ •*
U JJ
•»4 10


'H Ll
o <
••4
0)
less:
ration
0 •-(
0rf •*•*
C/}
c en
0 *fl
••H ^
JJ U
IB
Ll .-4
JJ IT]
C O
0) — »
U S
c oi
O -C
CJ 0













u fl
C -C
i
3-|:z 6-
*4

CJ >.u
en TJ oi
V 3 Q.
d jj >,
w H



rt
>•
O
•H
£
01
O

* .
0
n
^
























^
C •
•* c
Ll 0
3 -H
TJ JJ
IT]
TJ Li
O> 01
JJ 10
• *4
J3  oi
a .a
1 O
O vO

-H






















01
a

C ^3
0 0)
•H N
JJ -H
ITJ rH •
TJ -H TJ
•H JJ 0)
X 3 TJ
0 TJ
CU ITJ

VO TJ
.
_Q

TJ "
Oi C
JJ 0
TJ 0
Oi CP

£4 -I











•
c
o
•H
-J
u
3
TJ

^j

0*
O
0\
1
O
r-






w

i



O


1
'H 1
>, r«4
^ 3
^ cn
01
SCO)

•H N TJ
0 . TJ
-H 3
01 -4
JJ CO
01
aH
S JJ
0 fl
o >










*
c
0

.J
u
3
TJ
01
Ll

qp
O
O

1
in
cn






M


I


tb






01
£
Oi
w -.
>
4J
W
1 *^
O *^0


Cl.






01

3

•5-
cn
1 T
^ *«o











cn
c
O ^j


a o
M U
0> Li
01 0
tn w



•
U)
^
_g

c
rsi
^

C


^
0

JJ
o
3
TJ
O>
Li


O
CO
&
a
0
o
(N



a.


0
o











•
tn
~
O D
(N g
I 5
Q 0
M 0
0) Ll
01 0
tn ui



•
 **
•H
TJ -H Li
0> W 0
S **•* *
3 >. e
u> LI u o
S Oi 0) — <
0 > JJ JJ
0 1*4 *
.. ITJ Ll
CM w oi oi
O Ll Ll TJ
JC 0)
0 JS  0
C*1) Ll
• ^"0
(N -4
« JS
-I 0
1 ^«£
O ^0


3

1
*4 •


TJ

JJ
ITJ
Li
01
TJ
~^
o

TJ •
01 C
JJ 0
ITJ 0
to CT*
Ll IQ












•
C
0
•H
JJ
O
3
TJ

Ll

of
O
cn
i
0







M





Cb






CU
c
01
3
"o
E-
i cn
^5 ^p
1-4
-1 (T>
CJ 'JJ
TJ a
o
TJ 0
oi u
x a,
•H
E > TJ
rt 3
01 r-l
JJ C/}
01
*S ^
Qj (D
§4J
IT)
o >










i
c
0
•H
JJ
O
3
TJ
CU
Ll

of
O
O

1
in
 u

l^ ^4
0
Li
0 •
TJ «-i C
01 O
jj TJ — «
•H 01 JJ
J N TJ
•-( -H TJ
JS TJ -^
S -H X
•i x o
0
(1) **J
JK: :* o
IT) -H
jj jj tn
a. js LI
3 Oi JS
•H
CM ^t ^1
o tn 
-------
•o
4>
3
0
U
a

s


























M
^•r

JJ
C
01
J
fl -.
01 Q
w «-

-1 0
fl -H
u -w
•H fl
cf o
-1 U
0 <
•H
CO
ess:
ation
o u
0 "«H
i. i^j
C (0
0 fl
•H r*
jj U
fl
U —I
JJ fl
c o
41 -H
U E
C 01
0 JS
U 0

















<«'
01
a:













w
*J
c
41
g
§
U




^
TJ

JJ
U)
UJ
o

(fl
jj
3
in






jj
H c
TJ 0)
3 3 •
JJ -H Wl
CO liJ fl
C JS
0 TJ
C 4)
O JJ 01
•H w a
4J (^ >^
a 3 e-
•H

U >.°
U) TJ 41
a) 3 a
Q JJ >i
co fr.




™
fl
o
•H
e
01
jC
u

fl .
0
z

^
fN































•
c
0

0
3
TJ
4)
Li

OP
O
O

o.
m




CO






3



41
C
41
S
e

J*3
0
M
JJ
.^
Z
i en
O ^
CO 1— 1 IX > — ' I-1 — ' —i —i 3 O
in Ico


o
i CP i w
1- 73 .SO)
13 3 i D —
O —i
jl
TJ
4) TJ
JJ 0)
fl jJ
> fl
•H >
JJ -H •
U JJ JJ
fl u e
fl OI
^j g
0) i3 JJ
TJ fl
3 C 4)
0 Q LI
CL J3 JJ








•
C
o
•H
JJ
O
3
4)
Li
O
•
vC
cn

v|
ja
a
a
o
m
in



M






3



4>
C
4>
N
C
OI
_fl
0

Jj
^
z
I O
Q in
H* h*

JJ Ll
0> 0>
U CO

Q (fl
3
B C
•M -H •
x tn
fl OI C
£ £ O
•H O
> jj cn
fl fl
TJ C "I
O




•
0
c
0
u

c
4)
3
r- 1
Ul
U-l
4)
a
a

r-4
»
o
A
ja
a

CO
in



a





fj
-



01
c
&l
N
c
4)
f*^
0
u
jj
^
Z
1 — 1
O m
Oj33 3 X X CO CO

i ' , ! • • • =
c



















a
3
Li C
0 0
U-l -H
JJ
TJ fl
0) TJ
JJ •-•
•-H X
ja o
•H
JS 'J-l
c o
 O)
•-» O
JJ o
U Li
< a
Q
8
c
0
c
TJ O
41 -H
in jj
fl fl
J3 TJ
fl
C Li
0 Cn •
•H 01 Ll
JJ TJ JS
0 0
3 -H Cn
TJ JO \
41 Q
Li Uj O
0 U
0*
T 41 Cn
• jj £
f^i fl







O.






3

U

'o
N
C

0
u
jj
-I TJ "
Z •-»
1 U
E <
i i **



0)
cn
TJ
3
*—i
tn

TJ
01 •
jj in
fl tn
> 41
JJ 0
O ^
< a
a
8
c
0
c
TJ 0
41 •*
tn JJ
fl fl
J3 TJ
fl
C Li •
O cn u
— • 0) JS
JJ TJ
U O Cn
3 -H X.
TJ J3 Q
41 O
L, U-l O
0
of cn
«T 4) S

fO flfl C3

TJ
3
^H
in

TJ
0) •
jj tn
fl  4)
•-» O
jj o
U W
< a

Q
8

c c
0 0
•H
TJ JJ
01 fl
tn TJ •
fl fl LI
ja w js
Cn
c 41 cn
O TJ V.
U J3 O
T3
3
rH
cn

TJ
0) *
JJ 01
fl cn
> 4)
-H y
jj o
O LI
< a

~
C JJ
0 fl

TJ fl
41 LI
cn cn
fl 4)
J3 -g
C -H •
o ja LI

u o cn
3 \
TJ 41 Q
3 0) JJ O
TJ iw cni u fl (j
4) 0 £ ; Li
LI y? cn
4) r- ,in •* B
dt JJ •
IN fl cn
• a
03 O -I
 V
•H O
JJ 0
O Li
< a

Q
8

c c
0 O
•H
TJ JJ
4) fl
W TJ •
fl fl Li
J3 M JS

C 4) Cfl
0 TJ ^s
•H O Q
JJ -H O
o ja a
3
41 "o e

oi in
4* JJ
CO fl tN
CA U n






a.






=>

01 0)
c =
41 0)
3 3
i— * i-H
0 0
jj jj
0 0

JJ Jj
-< -H
2 Z
i i
o a
,TJ , =
11
i jj ! o














uw
0 M
of JS

• ^"
n ^
^H fH
X,
4)
TJ JJ
O «-i
M fl
^3 T3
•^ 0)
X JJ
0 LI
4>
> X
r^ 4)
3
o a


a
o
0
m



a






0


0)
c
•H
^4
0
r-^
U-l
0

jj
fl — '

U
fl

^
o

TJ *
01 C
JJ 0
fl O
oi cn
LI fl









e
0

jj
u
TJ
01
<*>
O
in
i
o







M






Cb




01
TJ

"3
TJ

fQ
M
•H fl
z jo.
' (** 1 1 CD 1 lTt
Q in
M

0 in C „->
M -M


































































                                         E-46

-------
-3
4J
3
C
•H
JJ

0
y
 I
u
W

I




















*^
M
^^

JJ
C
41

^
(Q ^*»
41 Q
Ll '-'
6-
10
fH y
fl .^
y -u
•H ID
cT o
--( Ll
0 <
•H
CO
*•
ess:
ation

0 £
Q. •-(
C UI
O fl

•u a
,
•3
U
CO
vu

c
O
jj
a
H
LI
u
01
£




£
t*














UI
4J
C
4)
£
S
a





^
13
3
jj
CO

*44
o

01
jj
3
UI
4)
ce




jj
c
4)
3 •
'H L|
W-4 ITJ
1-4 CJ
•3
41
JJ a)
ui a,
IT) >•*
2 6-


^U
3 1
W 6*



\
i
iH
y
•H
E
41
CJ
6
z
rr
i-H


















a 01
0
•H Ll
4J 4)
a a
•o
•^4 *^J
X 41
0 ui
3
 E
JJ p» 4)
*4«* • JS
< *-• y
1
O4

tn
O
— 1



a




o



01

41
N
C

f]
•••4 •
JS
JJ
u
4S
S





•
W
4J
C

^1 £
1 C
O 0
M y

4) W
41 0
W •*-(


•
CO
u
J3

0
(N
,•4

C


0

Jj
•o
41
Ll

or
0
1

0
o
(N



a,




j




|
0
u
0
^ 41
JS C
y 4i
IT) N
X C
4) 41
O n
. N Li
= C JJ
1 4) — i
. Li 41
JS itj ^*-
jj y ••*
01 41 Li
z c jj
1 4) -H
rg N c
43






















U-l
0

ui
LI
jj

CN
p*
U
41 *
JJ C
<4-l 0
IT1 --4
y ITJ
•H 13
X -H
O X
0 0

•3
i 41




















U-l
0

ui
Ll
J^

(N
r^
u
41 •
•u c
Uj Q
"^ --^
•J fl
-| -3
X —4
C X
6-0 6-0
1
a.

o
0
in



a




c



i
c
41 1
55
>, Li 0)
JS IT) *^
jJ CJ •"»
41 41 Li
Z C JJ
1 0) -i
fl N C
Q *r
a.

c
o
in



Q




O



1
C
J-J '
X Ll 01
JS ITJ — 4
JJ (J .H
U 4) L,
Z C JJ
1 0 -H
T N C
1 TT
a 
Li iQ
6- -I









(
C
0

JJ
y
•3
41
Ll
O

1
0
r-l







r-l

	 ^
w
v
ai j a j 3

•S" -3 :-? !
3 13 ,3

W
^H , ^^
U] i CT]
1 j
•o l-o -o
41 • 0) a •
iJ UI

> 41
•-* y
jJ o
y L!
< a
Q
o
o

c c
0 0

•3 jJ
4) ITJ
W *3
T) T]
-3 u
^ w
G 41 JS
0 -3
•H 0 O1
jj •* \
y J3 c
•3 «« U
4) 0
LI c^
jj i jj cn
ID D Jl i

•H
y

Q
O
CJ

C C.
O 0

T3 JJ
41 ID
ui *3 *
iD iD Li
^3 Vj JS
fji
- a en
0 T3 \
•H S Q
JJ -H O
y ja cj
3
13 «w ^
41 0 E
Ll
41 E ! 41 O5
oft jJ 1 s^ JJ •
^* (tl O ^ fl 1^1
C^ Vj »^







a

^ L, ^







a.




i.
3



1
f-4
u a
4) =
rH -H
^* 'O
tJ Li


1
N
c
a
J3 0

3

J< "O
> 0)
— t CJ
jj 0
y u
< Cu

a i
o
o



C S
0 0

•3 JJ
41 D iD
J3 Li •
0s Li
C 4) JS
0 -3
•HOC1
Jj >f4 *V*
y n Q
3 O
•3 >w O
4) 0
^ C^
41 E
9P JJ
00 (D ^
c^ w ^







cu












(













1


D


1
1

* 1 >- -
fl, -* JS
2 z <5
S T 2
0-3 0 . ti
Ll >,
^ (1) C
*J JS -1 13 «

W
c i
N
3 1
-Q i
0 t
•H U -^ ^_ n W
Z -3 Z ? 3 U-
1 ^E a
0 " i3|2 '
' ^ ' vo iJL^ i A ®
Q^-a»T c^r ,— ^
                                            E-45

-------
TJ
0>

C
•H
4J
C
0
y
u
























^^
t-t
*H*f

JJ
C
D
S
jj
ITJ —
4> a
LI — -
£4
in
~t y
IT) -H

••« (TJ
0^ £
0 0
—I Ll
O4f
^
•H
CO
ess:
ation
y y
o -H
O, -H
c H
0 TJ
•H .— 1
JJ U
TJ
W **^
JJ ITJ
c y
D ••*
y e
C 41
o -c
0 U















**
X












tfi
JJ
c

jj

3
V)

of





JJ
N <=
TJ 1»
3 3 •
j-> — I Li
C/l i
a 3 f-
••j
LI
y > C
•U 0
y -i
41 JJ
^ L)
3 4)
W *
in

LI
0)
jj
Uj
TJ

^
•H
JJ
C
3

C
0
•H
JJ
y
3
TJ
U •
Lj to

Z 13 j
a.
£
,— i


a





j


i O i
0 -H
W JJ
O 4)
"» 0

y >i
•H X
Q 0
1 C TJ
V 01 -H
- j= y
.
H X
a o
1 C TJ
vfl 41 •**
• .CO
rM a <
I r-
Q (N
w

iLi
~

1






•
01
^J
c
vD U



M U
01 L)
D 0


W
^
TJ
'U

r^

^
• c
JS •-•
JJ T3
0) -H
e i-
•H y
a TJ
1 N
y\ g
- U

a IN
M

~
-

*

,
















C
Ll 0
D -H

IU TJ
TJ TJ
.1^
TJ X
oi o

•H IW
J3 0
• H
J= tfl
C L,


0) TT
u* ^i
fl -(

a u
3 01
^ itw
O TJ
S
a
a.
o
o
ui


a





o

i
r-t
> 4)
^r e
jj ••*
11 T3
6 -H
-* Lj
a y
1 TJ
O N
i"H C
- a;

is
M

'-.






D
CP
TJ
3
-H
M

T>
4) .
jj en
TJ W
> 4)
•H y
jj 0
y LI
< a
a
O
u

c
0

t?
(y
07
TJ
rX3

e
0

jj
y
3
TJ
41
LJ

O
in





a





3



1 T3
O •-*
LI y
jj <

c y
H -.H
0 0
.1 N
m c
* 4J
r-1 ^3
1 — I
a n
l-l

—
3





u
0^
TJ
3

CO

TJ
4) •
JJ CO
TJ U7
-2 y
±J 0
y W
< a
•
Jj
4)
3
»H>4
Uw
U-l
01

C
•-«

0)

J3
TJ
jj
U

U
0)
TJ

Q
Z
1
O
m


Q









l
0
Ll
JJ
-H
C 01
o a
1 3

» 0

1 
HH

0






o»
a<
TJ
3

C/5

TJ
01 •
JJ U)
TJ W
> 4)
•H y
JJ 0
y LI
< a












•
c
o
•p*
JJ
y
3
TJ
4>


O

00
CO
$ t
ri a


3





a



i
0

4J
H
C 01
a S
I 3'
 4)
^j 0
y LI
< a,









c
0

jj
y

TJ
0)
LJ

0->
o
0
r
i
ul
^
7J ^Vo
ffl Ml* ^
° I**
Q ^ O
O "^ -4


































•
c
0

vjj
y
3
TJ
01
Ll

of
O
r-1
S
a
 C
TJ 0
0) CT

&• ^








t
C
0

aj
y
3
TJ
0)
Lj

0p
0
0
^
o
fft





M





Cb



0)
c
01
N
C
0)
-^
j£
jj
W
a n
M

—
o
,
— 1
*^

TJ
TJ

X

e u
O1
> TJ
i-t 3
41 ~<
JJ U]
41
-* TJ
a, oi

0 TJ
0 >









c
0
•H
Jj
y
3
TJ
0)
Ll

«•
O
o
rH
1
in






M





J



41
c
4)
N
C
0)
.0
^
Si
JJ
W
Q m
HH



3
C
' "™*
•^
c
o
"™*


































































                                           E-44

-------
      C

      Jj

-»   S  S
•o   w  —
 0)   E^
 3      «
 c   ~*  y
 8
u
!
O  0
-4  Ll
o  <
    c
 ..  o
 01  •-«
 01  JJ
 41  IQ


 2^
a,  •*
    01
 C  01
 O  fl













































>4
TJ
w
VUI

C
O
• •4
JJ
a
•H
Li
y
in
S



f
A









IT

01












CO
Jj
a
41


8






>,
TJ
3
JJ
M

O

01
jj
01
01
as






c
01

s E-
xy
TJ 4)
3 Q.
V] H




^
fl
y
•H
S
01
£
U

.
o
2
=0





















•*.
a
o
a
c c
0 0
•H
TJ 4J
4) /o
01 TJ
j3 Li .C
tr .
c u in
0 TJ X
•H c5 Q
jj •-( O
U J3 CJ
3
T} t4 0>
01 O S
Ll
4) in
0* JJ •
 fl CO
en LI co







04



3



TJ
•H
y


y
•H
0
N ••
C
4>
03

1 m
Q r*4
1 >-J
1





0»
TJ
3
f^
(fl

TJ
0) •
JJ 0)
fl in
> 4)
•H y
y u
< a










c

JJ
y
TJ
0)
Li

dC
O
O
»™4
1
l^
ai
TJ IT*'
fl ~ JJ
0 \. lw
Q "* 0
O H-l ,
a.
N
C
0) -•
03
1
^*
n

1 vO
Q rH
M
5




















,-
0

JJ
fl
41
fl

Uj
o
Cfl

j2

CN
u
O
U"1
y
•H
X
0
E-

S
a
o
o
m



o



o




1
••4
>t
JJ 0)
3- C
03 41
1 N
y c
01 4)
vi .a

i c*
Q rH
;«




















c
0

jj
fl
t.
M
0)
fl

U-l
0

i^
_*

^i
Li
0

c
01
N
c
01
J3
0
Ll
0

0

1 O
C (N
H*
3K






















a


0 0

JJ
TJ fl
0) TJ
JJ -H
J3 0

** VM
c o
••4
01
4) Li

fl
a  Ll
01 0
CO MJ



.
CO
J;

co
(N

C

e
0

"
TJ
0>
Ll

9*
0
o
^H

a
o
o

•H N
a c
t &)
C *Q

1 (^
Q (N
2








.
Cfl

c
O U

-------
T3
U
3
C
0
CJ
3]




.




















*-*
M
"^

JJ
C
01
g

fl ^
0) Q
u ~
CH
Ul
-1 U
fl -^
O JJ
••4 TJ


—• u
0 <

CO
c
•• 0
in •*
en jj
01 TJ
0 0
0 -H
Lt VU
o, •**
CO
c en
0 ^
H o
TJ

JJ TJ
c u
0) "t
o g
c u
0 J=
a u











•
i)
as











Ul
jj
c
m
|
0
O







>n
•o
3
jj
c/i

U-l
0
Ul
—4
3
U)
o>
a:






H c
^ D
3 3 •
C/3 U-l TJ
C JZ
tf 1 ^ fj

C 01
O JJ 01
— 4 ui a,
JJ TJ >i
a 3 H
•H

O >u
W t3. 0>
 01
5. c
< 01
1 S
u c.
SW dj
-0
1
Q ~(
M
i

















,.
0
• 1*4
Jj
HI
u
01


lu
0

Ul
u

TJ
JJ
a
3

CM
O











O

0)
•0
^
0>
T3
TJ
M
C
O
ffl
Q n


0)
«r^
•^
3
^j
U)

•a
0) •
JJ Ul
rt] Ul
> D
•H U
JJ 0
u u
< a

..
a
o
o

M M
0 0
•H
•a jj
01 TJ
ui -a
fl fl "
e oi ~~
0 T3 ^
•-1 ° >
jj •- 1 a
0 J3 O
3 U
13 **^
ai o cr
^ £
01
o* JJ 
Cj^ TJ '••J
<* U ^t





a,





=

0)
•D
g
01
2
TJ
N
C
01
a
i
a «r
M
73 -5 li


















^4
OJ
«J
U-l
TJ
•
•o c
01 0
JJ •**
U JJ
01 TJ
x -o
01 -4
X
o °
^ 0

0 W
^
rf^ . tJ
— < 3
01 -(
JJ VI
01
^-4 *n
a 01
§jj
TJ
O >










*
c
0
JJ
U
•3
T3
01

<&
O
c
-H
1
m
en





M





Cb





0)
c
01
N
~
0)
ffl
1 1
0 p.


















01
JJ
1 TJ
—4 U
JJ JJ
3 M
j3 *4^
C 3 0
01 Ul
CT1 Ul
^^ ^^ w
X 0 .C
0
E j a o
• a TJ — i j u w-i
^4 jj ; ~J O
1 T3 TJ TJ
TT 11 0) 'O
^ N TJ -^
• -H T3 X

1
a
m
CN
^


a





o





g. . ,
01
N
g
01
CQ
1
Q 03
a >n w
3 jC
kt *\
CN O cvj
O i*-i O
O
0
S i
m a


111





o





c
D
N
2
2J
03
1
CP

3
— l
Ul

T3
01 •
JJ Ul
TJ Ul

JJ 0
U l-i
< a










•
c
o
• •*
JJ
u
-o
01

9*
o
o
-4
1
in

-------













t-4
— •
JJ
s
B
•-» 01
T3 2
U &< —
30
C — 1 —
JJ O OT
C -H 01
o a> s
U 0 ••*
*~* ^ §
0 ^
' — i
b m
Cd C
J -0
03  a.
u 13 >>
a. s e-
H

CJ >u
en -a oi
OJ 3 QJ
w e-


jQ

CJ
"s
£
O

m .
o
z
rO i CN i -"I ' ^^^
O , ^ ; — _
' ; j;












.
01
4J
.^
—
C
•H
01
JJ
a
3

CM
O

S
a
a

o
o
""i




3





j


01
73
•H
6
>Q
W
U
0
-H
6"
T
( f*^
0


M
i i
o 3
S
CJ 0
M O
01 )->
0) 0
CO 1*4
tn
'u
ff.
O
m
.5
^*
o
•H
JJ
CJ
•a
0)


of
O
0


g
a
a

o
o
in




M





3

1
0
i-t
CJ
*4 01
Vi C
1 *H
vO •-.
- C
^T [^
. o
CN U
U1
1 <*1
U
1









•U
0)
•H
JJ
•H

JJ
0
01
IJ
a
3

CN
0


E

a

o
r-(




CO





o

1
0
CJ
— ( 0)
£•* -H
1 -~t
- c
T nj
• 0
(N Vj
vS
U
t— t
-;
j












1 «







































1
E-41

-------
     c
     01
-.   0>
 C  '
'2   b  co
 C  -p  01
 o
w
2
01
a




































>,
73

c
0
JJ
d
•H
y
CO
3









CO
JJ
C
01
c
0
CJ





w^
73
3

C/3
o

(0

,
CO
0)
Q;




JJ
C
0)
a •
-1 W
 a
*T3 ^f
2 e-
>,o
•a .0)
3 a

J3








^
u
*H
E
0)
JC
CJ

10 .

0
3 S 33 O
u^ m|o o — j co i GO x,
1 """* "~* 1 "™* , ^

<
0) qj
w"1
73
3
cn

73
01 •
JJ CO
10 CO
> 0)
? 2

«c a
c
0
C JJ
O U
•0
TJ «J
01 ti
co O<
0} 01
J3 73 •
0 M
C •** JC
O «Q
••i C*i

y *o a
73 0) 8
01 JJ

2 e
i/i •» uj
. a ,
v0 O f*>




a.



3
1
jj1
jj
i «
~» C
Q •-<
i r-H
in •-< •
- c
cv as
, ^
CJ  0)
•H y
JJ 0
y >->
< a.
c
o
•"•*
C JJ
0 fl
^3
•a 
y o x
3 Q
•O 01 O
01 JJ CJ

w ? y

* a
^3 ^5 ^3
P» CJ n<




a,



3
1
^
jj
0)
6 0)
H C
a -H
i -— '
v •**
> c

l n
O (N
M
'-5
i i CJ ^
cu
CP
13
3
CO

73
01 •
jj co
to co
> 01
•H U
jj 0
y n
< A
c
0
C JJ
O fl
T3
73 ifl
0) l-i
CO CP
TJ 0)
C -H 1-
o ja j=

^j i^ ^
y o v
3 a
73 01 O
0) JJ CJ
h iD
rf ^ g1
U^ «*
• a co
t^ O •
cn cj . e

JJ -H
U 73
1 TT
CJ 1
jC ^^
C 3 •
•H 0 73
pH 01
S ".2
5 cn *o
O TJ •*•*
j= 3 X
co 0
JJ
01 3 >
J< J -H
(Q ^^
JJ JJ (0
a, o cj
3 0) •«

(S 14-1 0
O 01 *•«
ft
a.
§
in


a



o
01
c
i
S
V
w
0
3

ft,
|
(N
1 Ul
CJ tN
M
•H ^
JJ U •
M 4J ^j
TJ TJ C
> 01
!-(-<£
01 JJ JJ
^3 O fl
J (TJ 0)
0 ^
Ou tj v^J









o
•H
JJ
y
3
73
0>

£
•
^
v*l
ft
a
00*
<^


M



3
01
C
•H
•H
C
S
w
JJ •
•H
Z
1
0
1 ^0
CJ CM
M
1



•
Jj
c
»J3 0*


CJ 0
M y
0) U
01 0
W «ij









c
o

AJ
y
3
73
0>
Vi

cn
•
cn

a
r-


M



3
OJ
C
rH
C
<0
0

JJ
.(^
z
1
a
















M
01
JJ
U-l
<0
•
73 C
01 O
jj •-(
•H JJ
•H 73
jC 'H
C X
•H 0
01 ->
01
£} 1U
N fO
*H
*T3 T3
•H 0) •
X JJ C
o w o
0) -^
>. X JJ
^ 01 W
3 73
o a •*
r* Q X
W P 0
E
a.
o
0
tn


a



o

01
73

°e
e
HJ
jj
c

a,
i —
CJ -l
5 S
I
a.
o
o
in


a



0

i
0)
e
0) 01
r* C
>n -H
c e
0) it)
r^ >p^
a, 73
| Q
l-l
cn

73
0) •
JJ J>
10 CO
> 01
•-* y
jJ o
U h
< a

d
O
u

c
o

73
0)
ca
HI
A

c
0

u
*o
01
Ij

jft
0




a.



3
1
01
CU
> 01
c c
0) "H
-C £
cu 10
1 — t
6 73
1 — l
U n
D a ; cj
ty\
73
3
CO

73
01 •

TJ cn
> 0)
•-4 U
jj o
y vj
< a,

Q
8

C*
0

73
01
co

2
0

Jj
u
73
cu

00
S




Q.



3
1
01
C
01

c c
01 *H
r* g
OH  cu
•* y
jj o
y ij
< a

Q
8

c
0

73
01
CO
rtj
A

£
0

jj
U
•3
73


aiP
O
00




Cu



3

0)
C
0>
>. 01
c c
01 -H
x: e

1 •-!
a 73


















































i ^
O n

 si
 co
 0) >0
 y y
 o •*

Cu •->
   01
 c co
 0 «
•H rH
JJ CJ
 HJ
 M --I
JJ rtj
 e u
Of -^
u e
e oi
                                                 E-40

-------
c
-.4
JJ
C
o
o
W
u
J
s























^^
M
""
JJ
C
1)
fl
fl
4)
M
Ho
i-4 «•»
fl
iologic
Amines
a
•*
c
.. o
CO -H
en jj
0) fl
o u
0 -H
W ^^
cu •*
en
c to
o ^
JJ 0
fl
k4 >-4
JJ fl
C U
0) -H
0 S
C 01
O J=
O cj















u
cs







CO
JJ

01

§
o









•o
JJ
CO
0
en
JJ
r-4
ca
5


H c
TJ 01
3 3 •
JJ -H W
en «*-i fl
C £
«-, w 0
0 "-S
C 01
0 JJ oi
•H co a
jj fl 5i
cu 3 £1
-•-4

o >.«
co -a ot
fl) 2 Q|
Q -M ^
OT 6«



rt
^


"2
c
w
f
CJ
 -"4
JJ 4) JJ
CU JJ 4J fl
s en fc TJ
U 01 --4
,N.-( x X
O  01
2 8
o i?
< a,










ction.
3
TJ
41
M
af
O


CU
Cu

O
•
f^



a




a
bT





0)
H
TJ

N
C
01
a
1 -4
CJ
M
co
o
""*






















,
TJ
01
2
•H
|
01
JJ
a.
6


&
cu

o
o




o




o



4)
C
•H
fl
i-l
^4
N
C
01
O)
. JfJ
o
M
IP-
1°
i ^


















vu
0 (A
kH
«* £
^ •»
VO (N
^ u
01
TJ JJ
oxidize
rted af
ation.
01 TJ
>i X -H
*•! 41 X
Sa°
-4 O >*-l
w P o


a
CU

o
o
^



Q




O




4)
-O


C
fl
JJ
3
ca
1 i-4
CJ
1
— <
X



0)
CT*
TJ
3
p^
U>
TJ
41 •
JJ in
fl co
> 0)
•* 0
JJ Q
U M
< a

c
0

C JJ
0 fl
*o
TJ fl
01 Xj
(0 CP
fl 01
43 TJ
c-2 w
o a £,
U Q ***.
3 a
TJ 4) O
01 JJ CJ
M fl
* c
 01
'3 0
o w
< a,

c
o
•H
C JJ
O fl
TJ
01 l-i
CO CJ'
fl 0)
C -H JS
O *O
•H en
JJ <*4 \
3-°8
TJ 41 CJ
0) JJ
1.1 fl »
l-i S
d*1
fN •» P»
,. Q .
r^ O ^o
 01
•H CJ
JJ O
u u
< cu

c
o

fi JJ
0 fl

^3 fl
01 •»
CO CJ1
fl 0)
J3 TJ
c2 w
O A JC
jj ij-i !J>
V4 fl
* " S1
IT) •<.
• Q P.
\Q O *



i
•H
C
s
^
0

J= 01
CJ C
i --i
Q, -H
CTi
1 -H
CJ
M

co



0)

TJ

co
TJ
41 •
JJ CO
fl co
> 01
•-4 O
JJ O
u u

41 o e
bl
cu in
o»» JJ •
P» fl Cft
Cn W rt











a,




=

Loi
.^
E

0
C
fl

JJ
0>
•H
Q
O
1 CN
CJ
M

cc



u
•*>
«••(
3
CO
TJ
01 •
JJ CO
fl CO
> 01
•H U
jj 0
U t-4
< a
a
o
CJ

c
0
e
TJ 0
01 -"4
CO JJ
J3 TJ •
C U £
eductio
biodeg
COD/g
w uj »
0 g
Of
in 4) p»
• jj •
VO fl CN
Crt U --4











a,




=

1
^
^,
r^
JJ
£ 0)
••4 C
Q -H
1 !-•
m -»4
. C
CM fl
1 CN
CJ
M


~
—i
U

























































                                            E-39

-------
TJ
01
3
C
•H

























^^
M
*i^

4J
C
0>
g

fl
01
Li
^o
fl
y (fl

ji
CD
C
.. o
CO -~i
M -LJ
01 fl
o o
O "*
Li !JJ
fl, -H
C tfl
O fl
••* f—t
jj CJ
fl
L! -H
JJ fl
C U
01 —I
0 £
C 01
O —
CJ CJ













,
0)
Q?











tfl
•^
C
U
c
0
U






^
'O
3
4J
CO

4^
0

W
£
3
U)
01
X



H c
TJ 4)
3 3 •
JJ ,-H U
0} 't I fl
c —

° TJ
C U
0 JJ 11
•*j (A cu
jj fl >«
a, 3 e-
•H
0 *U
en TJ aj
4/ 3 04
C/) E*4



J3

*""*
O
e
XJ
CJ

fl .
0
z

CO






'U

T3

^)

TJ
01 .
jj (fl
fl W
> V
2 8
U Li

3 X.
TJ 4) Q
41 JJ O
Ll fl CJ
in •* g
• Q
^ O cn
0*> U <-*











a




s




o>
TJ
• •4
.^
fl
JJ
11
y

i
CJ-H
1— »

CO






11

TJ

«J

TJ
4) •
M (fl
fl W
> 01
•H O
JJ 0
U M
< a
1%
a
8

c e
0 0

TJ JJ
01 fl
CO TJ
fl fl LJ
.a LI x:

C 0) C"
0 TJ X
•H 0 Q
JJ -H O
U 13 O
TJ 'J-i cn
4) 0 £
0) PO
0* -J •
<7> Lj r-l











A.




3

1
c
fl

01
CJ
b
5 01
< -H
1 rl
2. —I
1
CJ (N

co






4)
IT
TJ
3
U)

TJ
01 •
JJ (fl
fl 9}
> U
•- a
4J 0
U Ll
< a
e
0
C JJ
0 fl

^3 fl
0) W
E/l C^
rtj dj
XI t3 •
0 1*4
c -I j:
0 -^3
•H O>
JJ >u X
0 0 Q
3 O
TJ 4) CJ
01 jj
2 I"
m — ~*
• a •
r- O r»
 CJ (N











a.




3

O

0
N
C
41
A
0
C
•»*
S3
i a
e <
i
o <->
i— •

CO






4)
CT*
^
3
M

TJ
U •
jJ (0
fl Cfl
> 4)
•-* y
4J 0
U Ll
< a,
c
0
•H
S JJ
0 fl
TJ
^J fl
OJ W
tf) ^
fl OJ
j3 *U
Q •
C ••"* ki
o J .e
• •^
XJ <4j ^
U 0 X
3 a
TJ 4) O
« JJ CJ
Ll fl
- * r
in •.
• a o
r» O •
en cj P*











a,




3

y
•H
0
N
*"
41
0

J "°
I 'J
0 <
1
t— *

CO






n
en
TJ
3
(fl

TJ
4) •
JJ V)
fl (fl
> (y
•* 0
JJ 0
U Wi
< a
c
0
•H
C JJ
0 fl
TJ
*O fl
1> U
TJ cn
fl 0)
*0 ^!3 *
0 ^
C -4 J=
0 JS
•H C"
JJ U-l X
o o a
3 O
TJ 41 CJ
4) JJ
LI fl en
£ !lj!
• a* •
o o ^











a.




3

U

^

_
^
0
c -• •
J TJ
1 CJ
"* ^*
1
O en
^
CO






4)
C"
TJ
3
In

TJ
4) •
jj ca
fl w
> 4)
•H O
jj o
0 Li
< a
c
0
•H
C JJ
O fl
TJ
TJ fl
01 Li
(fl C"
fl 11
^3 TJ
Q
C "f •
0 J3 LI
**•* «
JJ U-l
U 0 C"
3 X
TJ 41 Q
4) JJ O
Ll fl O
Ll
«* en
r- - g
• a
r* O O
^ o *^











a,




3

4)

3
3
-H
0
JJ
0
c
-1
i
g
i
CJ O
_,
CO






41
CP
TJ
3
(fl

TJ
01 •
JJ (fl
fl CA
> 11
••* y
JJ O
y LI
< a
c
0
e jj
0 fl
TJ
TJ fl
4) Li
w cn
fl 01
j3 TJ •
O Li
§••4 PT
J3
•p^ CTI
JJ M-l X
y o Q
3 O
TJ 
_
CD






4)
C"

3
(fl

TJ
01 •
jj in
fl (fl
> 41
•••< y
y LI
< a.
e
0
•H
C JJ
0 fl

TJ fl
4) Li
(fl O1
fl 01
j3 TJ
Q
C, -H •
0 J3 W
•M ^
^J 144
y o^n
TJ n a
01 jj o
D fl CJ
Li
ft .. f
• Q
r> O O
Cfl O <">!











a.




3

0)
e
D
3
,-H
0
0
5
1
1
a
1
O 03
t— ^
'_
03






0>
C"
TJ
3
In

T5
4)
jj
fl

3
y

c
0
C JJ
0 fl
TJ
TJ fl
4J Li
(fl CT>
fl 01
J3 TJ
0
c •* •
0 JO Ll
•H x:
^j U«J
y o^
TJ « a
01 JJ O
Ll fl O
+ fjn
in •» S
• Q
^* o ^
^ O ^H











Cu




3







01
C
— 1
•H
M
5

CJ H
i— (
•H
j*
*
1 O
y-



TJ.
V
3
—
JJ
C
0
y































































                                        E-38

-------













«*^
•o
41
3
C

4^
c
0
o
^
1
u
u
•j
1




























M
JJ
C
4)
*n pa
4) — .

£* (/)
O
r*1 •-<
It] 4J
O 
jj 1?
c o
1) -H
o s
C 0)
O £
0 0





U-l
41





C
a»
a
-a
3
W
0

en
4J
t-4
3
co
41
ae





jj
T3 4J
3 3 •
4J ^H kw
00 *J «3
C £
U-l ,-! CJ

C 4)
O JJ 4)
— i 01 a,
JJ ro >,
QJ ^y ^
•^
O >°
CO -O 4)
4) 3 Oi
Q JJ >,
fl
O
E
2
G
0
30
a
c
-J
c
0
•J




T3
41
.^
£
.M
— J
•H

0)




3
OJ
0











Q




O
41
C
2 	 	 . ..
2
4)
1 (*> fl
2 * } m
E-37


-------
•o
d)
3
O
y
 i
U

a
u

a
























-~*
M
<*•*

c
(U
S ~
<0 03
ogical Tre
iphatics (
PH p*
0 <
•H
03
..
C
•• 0
W -H
CO JJ
0) 13
O O
0 -H
O, •-(
C Ul
O fl
•H ^H
JJ 0
13
Ui i-t
JJ iQ
C U
0) -H
U S
C 01
0 -S
u u





















































-o1
3
jj
w
U-l
O
c
0
JJ
a
•H
Ul
O
co
S




S.










1


^M
a









CO
jj
Ol


o
u







^^
T3
3
4J
CO
O
Results




^
e
01
•3 •
•-I Ur
UJ fl
C —
M CJ
'U
0>
tn a.
13 >•
2 E-
>.U
•O 0)
3 Q,
JJ >
W E-i



}

fll
"W



"• V]
3
£ C
•-< -H •
X to
13 01 =
e .2 8
>. jj 01
13 13
•O C rH
O
^^ .^j ^^J
•<
<*»
03 TT
r^ CN



1
a,

o
CN
f^






J




•o

u


u
•r^
^J
U
T3
•4
CO
oa ^
1—4


B



















Ui
0)
JJ
U-l
fM

"O
01
jj
01
X
0<
a
0 M
Ui
»* £
^ rr
vO CN



1.
a

o
in


Q



0




T3

U


U
• -4
U|
3
13
J
1 ^
2 *

1 -^
:o
!
;
















Ui
01
JJ
U-l
«3

•0
jj
Ul
01
X
0<
o
0 •
to
o» w
03 £
rr' TJ-
T tN



!
a>

O
o
m


c



o



"0
•*•*
u


u
•H
r*4
[^
£
1
J
o
a •**
H"t

-^
b
>
i -
^
;j
j ^
5 T3

_J
Ui fQ
jS U
.•4
-H C
1 — 1
O
rH V)

< 3

Ui
01
JJ
VM
i^

TJ
jj
U|
0>
X
01
Q
8
U-l
0 •
CO
<*> Ui
CO —
O *r
{N fN



f
i,

O
c
in


c



o


T3
•••*
U
(flj

0
•H
r*
13
z
1 . .
,-J
Q
i ~*
a ^

'r*-
,'c























(N
O
T3
01

"5
•H
i— 1
13 •
U Ol
E *fl
Ol JJ
— Q.
0 3



£
5!

O
O
m


a



o



T3

U


U
••4
£
O

.-3
S
I ^
a r~
HH

_1
— '
'
(






















U|
01
JJ
U-l
13
C
% reductio
1 imation.
0 0
G^ O
A 13



1
0 C.
jj
O
0 0
 JJ
•<-* (Q
Ui W
jj. 
13
3
rsi
0



^
2,

O
in
tN






.
'-*




"O

O


0
.»H
^^
13
X
o
1 """
2 ^

! -
O
























.
•o
01
JJ
•- -t
c
01
13
jj
a.
(N
O



a
c,

§
m


a



0








0)

fl
JJ
^
o

vO
03 ^
I
' ^
o


















CO
13
o
• H
U|
01
a
c
0
JJ CO
13 Ui
•0 JZ
X 
•H 4J
3 *fc4
T3
01 T3
wly oxidiz
TOD exertei
oxidation .
0
** UH UH
woo



e
JM

O
o
in


o



o



1


.^4
"3

r-4

Ul

.-^
C
0)

^
JJ
c
01
c.
^s
I _^
m ^

J
C ™

















SI
T>
0
•H
Ul
01
ri
***
0
•H
JJ
x co
0 b
U|
0 CN
CJ 0
"* Jj
X
0 i.
E" 3



a
0.

O
O
in


a



0



i

^
^
T3
0)

U ^
"* -^
0 —
Ui Ui
i, -i
i 2
2 x
^^^
^
P.
i
. i

?
•^






















• »


































-4
                                       E-35

-------
continued
3





















IVH*
M
"•"
JJ
C
0)
5-.
«J 03
ogical Tre
iphatics (
^ »™4
0 <
•H
0)
»*
C
.. o
CO -H
cn jj
01 fl
y u
0 -H
a. -H
c cn
o tj
•H F^
JJ O

1-1 -t
JJ iQ
C O
0) 'H
U E
C 01
35













































X,
T3
cn


c
0
•H
JJ
a
•r-4
CJ
U)
01
5


£







IS


0)
a:










co
jj
e
01
u






^
•O
3
cn
0
Results




jj
c
0)
3 •
-1 14
U-l «J
M CJ
T3
0)
JJ 01
cn a
HJ >
3: E-
>o
T3 0)
3 CU
JJ >•
w e-



^
ig
o
•H
01
.c
a

.
0


o
-H
1
JJ 'J
a
fl

•a
01
x a
•H
e o)

>. T
CO ^
jj u
0)
CU 1
§s
u >









c
0
•H
JJ
O
3
,-u
01
o
o
1
in
cn









^4




Cu
1
p«4
>v
X
0)
.C 41
55
•tJ ^
1 U
fN fQ
1 <*
n xi
M

o





















(N
o

TJ
4)
•H
'c c
•H 0
•H
"fl a
= CO
01 C
.c o
u u


I
o
,
«C
0)
fl
S
0
Xl
23 ^
M

O














T3
4)
JJ •
JJ W C
cn o> o
* X •*«
•-» 4) JJ
Q T3

o S 'x
vw o
lu
t3 0 >w
0) O
••H GO cn
•0 • u
•H ^ £.
X -<
0 *T
• « OJ
> cn
3 J= 0)
0 JJ
-H fN <4^
cn — * TI


I
0
o
m




a




o




4)
•a
s
s
Q
i,
I f"*
M

i O
1
.J,
^
— 1

3
T3

"S
•H
M •
01 C
a o
•H
iTJ (^
•H
0 X
Z 0




v^
4)
jj
U-l
fl •
c
T3 0
n fl
0) 73
X ••*
a x
a
O "-i
e- o
<4-i cn
yft
^D ^*
r. CN


a
o
fN









J


T3

O

U
H
C
§

& i
r^ |

2


















J^j,
0)

"fl
c
T3 0
0) -rt
JJ JJ
M rtj
Ol TI
X •*
OJ X
0 °
f" 0
U-l (/)
^

f-^ ^
n 
X
J
a
0 »-
c«»
00 T
m 04


a
o
fN









-J






CU
u"

c
-(1
Q
^

-5
a^
:
i

;

0)

*o
3
iO

T3
0) •
fo w
> 0)
•H O
jj o
u u
< a









c
0
•H
JJ
o
3
T3
0)
0*
0
1
in

x.

'- rr, JJ
0 -? ,
-J
•o .
cv s
jj 0
fl O
0) o-
U fl









c
0
3
0)
w
t*J
o
o
1
o
cn









...




Cu
I






OJ
^J
i*
^
D ^°
"•

:0

•-
!c Ji
, 'S U
J
TT 0

X ^
"-*
£ OJ

1 Crf
1 >• "D
01 —(
jj ia
0)
-t t!
C. 0)
u >









fm
3
1 u
1 3
-3
0)
i*
O
o
—I
1
in










. .
i



a.






Oj
.j '
_ i
01 I

i Sj
*-"





1 "C

1 *
—
^
•3


J
T3 •
01 C
jj 0
.13 0
4) (7
U fl
e- -










3
0% reduct ii
^
1
O















,

J
Q

^
U 0)
o —
fl •-<

•0 JJ
= c
2^


~
=
-*
=
I 5

' ~~r








1









































                                    E-34

-------
•o
01
3
C
0
u
U
J

3



















M
<*^
•U
c
01
fl 03
0) *-
^
y
•H "4
fl 4J
y fl
•H .C
a* a
0 -H
*H *••»
0 <
•H
0}
c
•• o
en -H
M JJ
Proce
;if ica
UJ
c ca
O fl
•^ >H
*J O
fl

4J fl
c y
at -^
y e
c «
O -C
u u














.
IM
d)
u/
a:









10
1 1
•+rf
c
c
3




T3
3
AJ
CO
44
0

C/)
— t
3
U)
01
a:






H <=
TJ «
3 3 •
JJ  0>
H (fl Q,
AJ fl >v
a 2 E->
*4
w
y >»°
W T3 0)
OJ 3 di

•H
-H
CO

1
o
o


3





O







0
AJ
•rt
y
HH
3
a

2 '














Vl
01
fl •
c
T3 0
0) -H
4-1 AJ
0) T3
X -H
01 X
0 °
O *w
P 0


^ (N

&
O.
O
o
m


Q





O




•o

y

u
y
3

eg

2 *
i ; ^^^*~
o
o



y
jQ
0
^4
(U
ft]

£
TJ •
01 C
1 Treat
L lagoo






•
0
'jj
y
3
T3
01
^4

&
o
o
f-^
1
0

cr
> T3
•H 3
0) -i
-1 CO
0>
Qj 0*
€ •*-<
0 fl
0 >






«
0
u
y
3
•o
01
Wi

00
O
o
p^
1
m
^





M





Cb


Oi
u
fl
^J
(U
u
^
^x
^
^J
u

2*



01
•u
3
—4
w
•o
01 •
4J U]
(0 £0
> 01
•H y
u 0
y u
< a






•
c
0
-J
y
3
?


at
0
O
.-H
1
m
0^

•a 5-w
fl J2 +*
0 ,° vu
Q ^0
O «-i 
AJ U)
fl w
> o»
•H y
4J 0
y u
< a






.
o
jj
y
3
t3
a


ffp
•2 ! fl y
^3 T30
0 O) u
w
0)
fl

.a
'0
(JJ Q
^ 2
'0 0
 T3
—i 3
01 ^
•u tf)
01
a oi
c5 >






.
0
•^
AJ
y
3
01


t*
O
0

1
in
CTN





_





Cb

01

fl
«*^ i-H
^
l<
2

>N,
^
«J
^
IM
y
„,
>.

AJ
•** i ^
X 31
33 ^
1 ~
2
Q
i^n
' 1,1

' -
o> ^ ^>
T3 ^
3 3
r-t -H
V}
"D
01 •
fl 05
Activ
proce
c
0
C AJ
0 fl
oi u
tfl CT>
(0 01
-3 *
5 5 ^

•i-i *W **Si
y o Q
3 O
•O 01 O
0) AJ
W fl ^
i- e
3*
CO •* f**
• a •
O O i~4

c
0) -(
-i 0
> y

3 »H
Ed (J
t ^
a ^
Irt
•a
11 .
-1 U)
fl M
> 01
-i y
*J 0
u u
< a






.
0
j
y
3
•0
0)
'M

0P
o
o

1
in
0^

fl J2 ^
o **-*
" 5°
Q ^ O
O •*- (N o
03 0 T ~*


_





Cb


1
f^
^
X
01
^ *J
^^
•u >,
•§
^
QJ
rQ

_>r
T3
Q) *"*
AJ 0
itj 0
51







0
•H
AJ
y
3

^

OP
O
O

I
0
en





_,





Eb


1
«iH
^
X
01
jC 01
>, fl
«J ^,
U « i M i-i
i y
(N (TJ
i y

-------
•n
01
3
C
C
0
y
 i
 a
a
























^•^
w
*•*

JJ
c
QJ
3-
ID 03

U
U
i— < ••*
IT] JJ
y ID
•H £
01 Cu
0 •"

"o <
•H
03
C
CO JJ
CU IT]
u y
o ••«

O. -H
C/}
C C/J
0 fl
•H -^
JJ U
IT]
1-1 —I
JJ lO
c y
01 -^
y s
c o>
O J=
0 U
















Ib4
cy
*












c

p
5
o






**v*
•2
3
*^
<*-
o

V)
JJ
V)
0)
(X






N <=
73 01
•S 3 •
•W »"H W
C/l ^W flj
c —
^. j—j C_)
0 73
C 0>
0 JJ 0)
•H U) CU
JJ 03 >i
C. S H
•H
w
y >*y
CO 73 J>
01 5 Cu
Q JJ >•
en £-"



_Q
^.
ffl
P.
,


—
o


Q
z

ro
O
J
^
O
M
1J
^
- C
01 O
*-* •-(
jQ JJ

E

<*1


a
cu

o
m
in




3





^4




73
•H
y


y

^
jj
.^
U
i ™
03 <*l

O
jui
1

























•
0
•H
JJ
y
3
T3
01
O
O
r»4
1
in

^
"O xT^
ifl ^ jj
0 5 **-<
f—t ^^
JW Q
Q -* O
O •« M O
03 0 <• ^H




M





X^

01
T3

jg
0<
•o

IT)
c
0
JJ
0
^
u
1 1-1
03 0

O
^



i
C!

03

01
03

^i
J

"O •
0) C
4J 0
IT] 0
II








•
o
•H
JJ
y
3
T3
01
3*
O
O
r«4
1
O












M





Cfc4

0)
T3

Jj^
01
T3

03
C
0

0
^
a
i • *5
—i 3
0) —•
JJ V)
0)
<~^ 73
cu oi
o >








•
o
JJ
y
3
•0
0)
0
o
^4
1
m












M





Cl4

11
"J
>,
^J
01
T3

T)
C
0
JJ
0
^
0
i m
taQ ^^

*^
!5




















5,
C
IT)

73
01
JJ •
•H (N
J3 O
M *W
= 0
c
>. 0
01 JJ
JJ Cu
f^ 3
a to
s s
0 0
o y


ft
Cu

O
o
o
rH




3





J








4)-.
c
-i
jj
tf
^^
O
1 ^O
CQ ^

, r*^
-^

]
















(U
0
u-l
0 W
^
dP ££
f^
• ^
^ CM
*\
3 W
0<
T3 JJ
01 ^
N IT)
13 73
•-4 0» •
X JJ C
0) •*
> X JJ
r*4 0^ ID
3 T3
o a -H
-t O X
W £- O


1
a

o

in




a





o






0<
c

jj
01
^
O
1
J
1 1-.
•M """I
|

—
'
1


U
t^
73
3
i-S
•J)

73
0? •
jj in
iTJ CO
> 0)
•H y
jj o

c
0
C JJ
0 IT)
•o
73 nj
0) U
co (7>
IQ 0)
•Q T3 •
5 u
C -H J=
o ja

y o a
3 O
73 01 CJ
01 JJ
u ID r1
a*
^ •» u"<
• Q •
(NQ—*
(J» o in












CU





3





1
4)
X
o> -•
~. 0)-
0 C
— 0
U -H
> 0
u c
1 03
23 i*1

— *
5Z
f



1)

73
3
rH
co

73
0) •
JJ CO
IT3 CO
> cu
•H y
JJ 0
y vi
< a
..
a
8

a c
0 0
—4
•O 4J
01 IT)
IT) IT)
^P W
C CU £
O 73
••* 0 O>
"y !a Q
^«8
CU 0

0) S
*> JJ
U5 H) O
CT> W i*1












0,





2


d)
C
o
c
IT]
X
01

0
,-H
y
^•^
o
1 01
CQ m

' ,_
' =




o>

73
3

01

73
0) •
JJ V)
IT) CO
> 01
•H y
JJ 0
y u
(^ Q.
e
o
•H
C JJ
0 "3
T3
73 IT)
0) >H

ID 01
C -4 •
o .a ^

y o cr
3 \
73 0) Q
CU JJ O
M ID O
>H

T •- £
• Q
in O r»
<7> U m












a.





^

0)
c
0
c
Ifl
JJ
c
01
a
0

u
^"*
a
1 O
03 ^

', _^
i ^


















C
0
C JJ
0 ID
73
73 ID
CU W
07 CJ1
 a •
m p ("i
C71 (Q r*4












Cu





^





C/
C
CU
.-1
^ 'H
£ 0
jj y
01 >i
***^ "™H
Q 0
,
03 ^
)— t

: J"l
O







<
f-
^J
2
a


03 0
M y
01 U
01 0
M >w
.
jj
C
cu

fH^
IM
vw
CU

C
cu

ID
etect
73

1 j
°

jj
a
o

^
i
o





M




O

Cfa

1
3

ID

•fit
4J
•*•*
Q
1 CJ
^^ C
» iD

-------


























••^
M
u
5
jj — .
(TJ CO
~ 4) s—
« £ W
C _l -H
£ CJ (tJ
0 '01 Q,
*""* *H ^"*
~« 0 <
1 -H
U d
u c
J •• 0
33 UJ -H
< W JJ
E- 01 (0
CJ U
0 •"
W *AJ
& -H
(/]
c w
0 TJ
•H —
JJ U
ITJ
Wl r-l
JJ (TJ
C CJ
01 -H
u e
C 4)
0 -C
o a























































-a
3
jj
cn

VM
O
c
0
H
JJ
a
H
O
M
4)
a




£










T

•
a












(0
c
11
c


f.






^
TJ
CO
0

JJ
3
fn
,y
•n v
3 a
•u >,
W f«



J
^
TJ
o

E

f-"
o


I .
s

0


"3 u
oi a
5 -u
0 VM
— ITJ
CO
JJ
4) U
* 41
TJ VM
O, 4)
3
3 •
C ITJ en
01 01 1-
C7* JJ J«
>, ITJ
X -H CM
o a -»

TJ
•H J*J c
X U 0
04)-*
X JJ
• V (TJ
> TJ
-1 Q •*
3 P X
0 P 0
01 VM VM
0 0
Jj
3 of U
J3 00 JS
. m TT
>• fN
— ( •
•H T3 W
•O 4) 41
(Q N JJ
0) -^ VM
Q£ TJ TJ



1
a

o
0
in




a




O

01
•H
M
JJ
•H
C
•H
•a
01
c •
(TJ
JJ
3
CO

03 !N
t—t

5
I
i



















•o
a a- 41
.3 3 JJ
- w
M 14 D
0 u X
IM js D
C , 4) «M •
^ • M 0 W
13 41 3 ** jC
TJ N cj r»
at .H cj • rr
a T3 o -^ !,
, F-t
3
0
*•*
U)

>«
^
0)
•*
•u
0)
"O
(^
u
CT*
^
Q

u
4)
jj
VM
(TJ •
C
TJ 0
4) -H
JJ JJ
U IT]
11 "O
X •-*
(U X
gvu
0
"o £
of ~~
vo rr
• TT



1

o
o
in




a




O


4)
T3

X
0
4)
C
11
rH
^•f
JJ
3
aa

iS

0
tn



























C
0
Jj
CJ
3
•o
4)
i
1
GO

"S^
T3 — ^*l
fl 5 ^
•M f^
Q *""* O
O 
M l t)
•-* •« C X
TJ W 0 4)
a. £ jj «i
TJ TJ IT)
OS ^O ^3 3












Q




O



TJ

CJ


O
• *4
u
^
Jj
3
03

|

i
























c

TJ
11
jj
1)
X
0)

a
0 •
in
* )*
•
ro v



1

O
in
(N




3




J






0)
JJ
e (a
3 C
"•* O
CJ CJ
— «. 3
(0 -H
CJ U

iS
i-* ^"

r
ji
~j
x
C


0)

TJ
3

W
TJ
4)
jj
(TJ

.^
JJ
(j

Q
8
c
o
c
TJ O
41 — *
U) JJ
03 TJ
T)
C M •
o cn u
•H D £
§3-5
TJ jQ d
4) O
0
*• W
n 41 g

5J 2 S












a.




9






jj
U
TJ

0

a.
(TJ
u

is

--.
3 ~
3
^
-^
c
o
u































































E-31


-------
•o
0)
3
C
O
u
a



























M


..
C
flj
S
•^ <*^
TJ O
(U "*•*"
W
LI
E-1 tn
y
TJ JJ
U TJ
•H JS
0.«4
^
'o <
03
cess:
cation
0 •-•
a, -i
c tn
O T)
•H rH
jj a
-•a
U r-l
JJ TJ
C O
0) -H
U E
C J
O J=
u cj
















3









































TJ
3
JJ
CO
U-l

C£
0
•H
JJ
Q.
•*H
t*
0
t/3
i)
a



f
£




















tn

c



o
a







^
T3
3

C/3

,
0
tn
jj

3
(/]
a
a:




OJ
3 •
C £
w CJ
"0
4)
JJ D
ui 04
TI >*
3» £**


>* 0
TJ 4)
3 a.
JJ >l
.co £*


1
1
*-<
Tj
u
•*4
e
OJ

0

T3 .


0
z
co i -i IT. ; o : .-M ' "* o . o in J
2 * * :° = 2 .2 :2 ;2 !J J
t
— il
-! JJ ' -J
, 1

TJ ! ' ~ 3 ; 3 ' T: . £•
i)
jj
-•a

0)


>,
?^

TJ •
01 C
JJ 0
 0)
•rt O
jj 0
U Li
< 04











*
c
0
•H
JJ
o
3
TJ
in
0^
i
CO
TJ J3 O
TJ •-( O
O 0
r* (N -^
«• X.
^r ^^
O >•">




M






&>4


41

^
j=

TJ

TJ
4J
0)
O
<
t
O3 (N
M
C -3
3 y
£ "

(N
^4
u* D
0 JJ
TJ •
>. 3 w
01 4) JJ
> JJ C
Ll U] TJ
3 .tj -•
CO 3 Oi
_Q
a,

0
m
n
(M4
I
O
^

Uni
0

u
c
0
0
jj -a
01 >
3 tl
rH -H
^44 f*
^f U
U TJ
O
o
O JJ
CN Q,
-^ a




M





CJ

a,*

4)
TJ

P^
0)

^
TJ
JJ
01
o
<
1
03 M
M
0 i TJ


Li
0


("*>
1
a


4J
4J
^Q
^3
a
a,

0
o
m
i
O
in

U-l
0

U
0
y
JJ TJ
C 01
4) >
3 41
cH >*4
U-l JZ
u-i y
b) fl
O
0
0 J3
o a




M





a

&T






41
C
0

01
U-.
<-
1
03 •T
M
^4
0)
TJ

>t
-a

TJ •
D C
jj 0
(^ Q
1 -H
^ Q,
41 a
jj -H
01 Li

04 tn
0 >
CJ J3






CO






03







0)
c
0
4J
4)
y . -
**
i
23 ^
M


i-1 ' -

• ^*" ™ ^
— • H 0

















•
1 Ul
0 LI
JJ .C

tn ^
TJ 


- -J 'J

2 D '















(^  3
U M
0 W TJ

la -i a
5 Sg
C Qi
c v tn
U 0 • Li
0 -H »-« JH
U (0 (N
— TJ • P~
>. <— , X — > Ul
X TJ 0 M U C
O j->;e- o js -H
s
9-
04
0




D






03


(U
-H
• H
Ll
JJ
.^4
C
0
JJ
41
y-
<
i
S3 t-
1-1
c
O
O
in




CO






a


41
r-i
•H
Ll
JJ
•»4
C
0
JJ
01
u
<
1
a co
M















U-l
O

ON*
n W
• A

\ vO 0
3
Ll Ll
TJ 4) .C
01 JJ
N M-i ^"
•H fl i 4) TJ -H
•-t X JJ
• H 01 0* fl
TJ in TJ
(0 Q • -^
41 O SO X
OS P -( O
1
O
o




o






o

41
C
•H
U
^4
i-H
cn
^•4
>,
JJ
01
y
*
i
03 C^
I-H
g ^
^j
(N
Ll
14U ^)
0 •"
TJ •
> 3 tn
D ^) JJ
> JJ C
LI tn T!
3 TJ -H
co 3 a.
^2
a.
a

o
0
fN
1
O
CN

VM
0

y
c
0
y
JJ TJ
C 01
4) >
3 0)
r-l -H
vu y
U TJ
o
o a.
in cii




M





O

&T





c
•H
0)
l-<
0
Ll
y

1 0
CD r-l
t-l
































































                                           E-29

-------
E-28

-------
 41
 3
 C
•H
JJ

 0
 u
u

9
      C
      41
rH  in
 (0 rH
 y  o
"H JC
 Cn 0
 o  y

 o <
•H
03
 (Q -»H
 (0 JJ
 41  rtj
     0, -H
         OT
     C  (fl
     O  11

     JJ U
     c  u
     41 -r«
     ^
     86









































T3
a
44
C/3


C
o
JJ
a
to



£.








it


•4-1
41
a.











cn

4)

0
a





^
*M*
•3
i
*^
w

0
tn
jj
3
OT
Si
Q»




Jj
C
41
3 •
••M W
W-l (Q
C JC
M O
41
HI a,
T3 ^
Z E->
•O V
a a
JJ >,
(0 H


1
^
iQ
y
g

(J


.


vD
vn





D
^
•o
3
rH
U]

•0
jj in
(9 tn
•5 8
y W
< a.










•
c
0
••H
Jj
u
•a
0)
W

U*l
00
1
m
r-
*o 2t^*i
S s£
*^ O
O
a "• o
O <*H 

2

•
41
3
-J
r*
3
y

y
•^
^3
0
41
fl
3
a
TJ O
oi o
U> fr
Q 3
O «H
03 (NO
O
IM a^
0 ^ f^
E •
C rH .
0 «H 1 «
••* IT Li
JJ T -C
y o •
3 JJ (N V
•O 
X
•0 O)
tn Q
3 O
(N
O MH
0 •
a* w

o •

rH -H , -a
-i 3
41 -•
jj tn
0)
1 Compl
[ vated




a

flQ

9*
O
CO

5
0
y c
3 0

01 JJ
3
d^ *O
T O)
00 S-









M


b.





rH
0
c
 JJ C
Wi U) IQ
3 IT) -H
w 3 a,
j3
a
0
rH
m
i
o
m


^H
0

y
0
u
iJ *^J
C CJ
0) >
3 CJ
**H ^
 4)
•H y
jj o
y *H
i^ c^

Q
O
CJ

c c
0 0
•H
"O JJ
41 ra
tn t3
(TJ ffl
.a u .
cn u
5 T3 ^



=
i
0
y
>>t
y
rH
>. rH
JS 0

41 




Q
0
a

^
o
03

^
C
o
JJ •
y c
3 O

4) JJ
w y
3
** 73
in 41
p- u









M


(i-





^
O
c
4J
y
o

1 O

_
' —



—
U
^j
^
U
CJ


^^
j
•o •
OJ C
Treat
lagoo










.
C
0
••H
JJ
y
3
•o
41



in
i
O










W


h





rH
0
»
^a
4J

o

i **
M

^





,
fl\
M
3
•J
_4
^
y
y

Aerob











,
y
a
41
y
•H
X
4J

0










^^


u
_,
0
.^
^
j;
4J
M
13
JJ
C
41
a.

1 (N
h-4

Jl

M
—
;

*•*
^
X

e l)
— •
^N **^
-H 3
4) -H
JJ !rt
3}
Comp 1 1
vated











e
o
y
•o
w

of
cn
i
in
CO









M


^

rH
S.
JJ
41
Z "o
rH C
5s -rl
C J2
41 U
JS 13
0, CJ

1 ro

(
CT
-
— •
_,
r
. ,
^,



























































                                                              E-27

-------
"G
 0)

 c
 c
 0
 y
 u
u


I
 C
 01

S
   o
 o  o
•H
 o  <

a

    c
••  o
in •-*
C/I JJ

y  u
o •-•
          cn
      c   cn
      O   fl
     •H  »-H
     JJ  O
     JJ  13
      c  y
      oi  -^
      y  g
      C  4)
      o  ^
     u  u
I
01
a.
































>,
TJ
3
^J
WJ

U-l
O
C
0
^J
a
• *4
y
in
4)
3












cn
c
(S
0
U





>,
*2
3
*^
tO

IW
o
Results



c
41
3 •
-H W
*** it!
C -C
M O
TD
4)
JJ 0)
ui Q.

3 &•

xy
•O 41
3 a
jj >
J3










.
TJ

_jT


£1
(J


fO .
n

z
•H
co






41

n^
3

cn
•o
01 .
JJ CO
 01
•H U
jj o
y w
< a
-
^
H^
C W
0 <13
•o
0) u
w o^
TJ (U
J3 'O
Q
o ja w
reducti
rate of
COD/g h
**> cr
n .. g
• a
r- O •**
<3\ u 'r










a.





=



?*4
IX *^
W 0
3 J=
u^ o
w y
3 *H
t. <
i ^
^r
i
i-t | vO O
co |in






0)
cn
•a
3
PM^
cn
T3
01 •
jj in
ra cn
> 0)
•-( O
jj o
y u
< a
c
0
• H
C JJ
0 (0
•a
^1 fl
41 M
cn CT^
rQ o>
JQ *O
Q
C -H •
0 J3 U
reducti
rate of
COD/g h
^ ..I1
• Q
**o o o
, >H
W 0
3 .C
«*- 0
u U
3 -H
b. <
1 *
S ™





01
CJl
•o
3
rH
VI
T3
jj in
fl CO
Activ
proce








t
2
0
•H
JJ
U
T3
<*>
0
O
1
in










o.





=




f.^
0

3
X
01
=
i jq
,5
-* 0
o c c

1
-J jl

•o
u

-o
^4
0)
(13

jj"
TJ •
4) C
JJ 0
fl 0
0) cp
£ ^S









•
C
0
• -*
% reduct
0
i
o
r-










M





h


^•4
g

fl
x
o

1
-H
i va
«
^
rsj
— ^ i^

O O CO uO

i ^
1 t
._, I
C
-J ' ' "
y MI y
fl 4) CO
y
•O O
01 W
X Oi
•H
g 4)
CT
>. -o
•H 3
4) r-l
U
Compl
vated



a
o
CO
an
O
03
X.
3
-
reductio
tion.
u
of -2
O 'O
O 4>










HH





Cu


»«4
0
C
fl
X
0) '

1
rH
1 f"'
h-<
0>
JJ
(0
^1
CU
13

J3
TJ •
01 C
JJ 0
TJ 0
oi a>









•
£
0
•H
% reduct
o
i
o
r-










M





h.

O
C

a
0

a •
o
tn
I-I
1 »
M
fl

"3
01

•H *
S 41
CP
XT
4) -
jj tn
41
7J TJ
O< 01
a >




a
0
a

0P
O
CO
X
2
|
JJ .
y c
3 0
•a -H
4) JJ
u y
3

VD 0)










l*-4





i.
1-4
0
C
tj
a
0

a '
o
CO
i-i
i <*
S ™
i «
CJ

!3
0
u
41
fl

TJ
01
JJ •
fl 4)
£ M
i— 1 JJ
y ~i
y 3
< y
w «• c
(0 O <^ -H
3 10 a,
C Q.
41 C 0 ••<
C 0 •* U
o a jj jj
jj 3 a tn
4) »
O -i J3
•H 41 J3
JJ JJ T)
y * oi
3 -H .a >
•o *o o
41 01 "O 6
^ E 41 4)
w y n
«• i 3

O C 01 O










«/3





114

0
C
(0
a.
0

a
0
cn
M
1 0
rtj
M


o>

*o
3

cn

4) •
jj cn
(Q CO
> 4)
•H y
JJ 0
u w
< a.
..
a
o
u

c c
0 0

•O JJ
4) (Q
cn -o
TJ <0
cn u
eduction
of biode
COD/g h
W O1
01 £
oC JJ
(CP rtj (N










a.



^
cn

3

in

01 .
(0 (/I
> 0)
•H O
jj o
y u
< a.








*
c
0

y
•o
01
u
o
o
1
S
•° ^*L
o 5 il
~* ^

Q -"§
O >*•< IN O
CO 0 T *•«



a.





3

o
c

a.
0

a.
p

1-1
i •""
< ^



3

o
c

a.
0

Ml
0
in
-.
M





















































M 1
1 fN
I—*


                                                                 E-26

-------



^-»
13
01
3
C
• M
AJ
O
o
^
Cd
U
M!
03
^
£*
















AJ
C
fl
0) '*"•
M *


— 1 Cfl
fl rH
0 O
WO
0 CJ
'oS
03
C
.. o
to .^
CO AJ
01 fl
o o
0 •-•
W U»4
OM -H
co
e co
O fl
'jJ 0
hi rH
AJ fl
C 0
01 -H
o e
C 01
o js
o a



































»
13
3

CO

- 4-1
O
c
0
AJ
a.
•H
U
ca
*


i









IT

fll
W
a:











cn

c
e:
I
»






I
C/]
tu
0

Results





AJ
C
41
3 •

14-1 fl
C —
t-i CJ
4)
AJ CO
co a,
fl >>
S f-
>.o
13 «
3 a.
•u >.


]


fl
O

rti
Urf
o

I •
0
z
— 1
CO





01
C7*
13
3
CO

13
41 •
AJ CO
fl cn
^ (U
u u
< a

c
0
•H
C JJ
0 fl
13
13 fl
 4)
•-* O
•w O
u n
< a
,%
a
8

c c
0 0
•-t
13 -U
01 fl
co 'O
fl fl
J3 M >
cn M
C 01 £
o -6
S3I
•o •*- a
0) 0
M cn
a> e
Of -U
V0 fl CO
cn hi (N








&


0

F-H
0
c
fl
x
01

o

u
u
l oi
< ~t
M

CO






41

13
rH
co

13
01 •
AJ cn
fl CO
> 01
38
O U
< a
<%
o
8

c c
0 0
0) fl
ca 13
fl fl
cn hi
C 0) JS
o -6
^ 0 cn
4J •-» X
o .a a
3 O
13 "W CJ
41 0
hi cn
AJ S

r** fl m
cn hi 1/1








Cli


3
^


fl
AJ
c
01
a
0
1-1
o
CJ
1 e*\
< -*•
fH
CO






V
CP
1
^H
CO

^
 4)
28
U hi
< a
c
0
e j->
0 fl
TJ
^3 fl
0} U
cn a*
Jj *rj •
0 W
C -H £
0 X)
•H cn
AJ W V.
O 0 Q
u oi 8
01 4J
w to ^n
hi S

o^ •* \O
• a •
fM O ^
(J( U « *^
J= O
AJ C
O fl
£ X
•H 0)
a j=
i ^"

n
o
^™*

01
hi
3
4-*
i>H
s
u
u
•1*4
^2
0
01
fl
4*
3
OH
01

•H hi
01
O X
O 41
ffla
32

o "o
•H
XJ <#
o m
3 •
0) (0
• j£
a» CO
vO hi V
r* J3 
5 "
r,
2


0)
w
3
AJ
i^
3
U
U
— 1
J3
0
U
01
fl
4)
3
a.
V C

03 X
4)

?8
0
•H IM
3 «•
13 V
0) . 13
*-t 3
01 ^
AJ CO
01
"> -0
a, oi
£ -U
O fl
CJ >
Q
O
03
g*
O
CO
c
0
•H
.u
u
hi C
o
O JJ
o o
*-* 3

in 0)












a.






i— i
0
c
fl
AJ
M
1 00
s "
o
o
^^



13
0)
AJ
fl
01
fl

^
^
"O •
01 C
4J 0
fl O
4) cn
hi fl
6- *i






•
0
•H
AJ
% reduc
0

i
o
m











Cu
^
0
e
fl

3
03

»-H
^V
AJ
w
i a>
5 "*

0
~*
i
AJ CO
O to
fl 0)
CJ
"O 0
01 h|
x a
•H
g 4)
cn
>. 13
-I 3
4) -H
AJ cn
01
Qi 01
S M
O fl
CJ >
Q
0
03
J0
0
CO
C
o
AJ
o
3
0) •
O ~4i
O 0
i-t 3
1 *O
in 41
cn hi











Em
^
0

fl
AJ
3
03

rH
^
AJ
U
1 0
M

m






01
cn

r~*
CO

13
01 •
AJ U)
fl co
> 01
3 8
u hi
< a






•
0
.&J
u
13
0)
m
00
i
in
p-
h,
^
"_j O


^ —4





t,
^
0
c
fl
AJ
3
03

cH
>«
AJ
03
1 -1
< ^
M

in






41
cn
13
^4
co

13
41 •
AJ CO
fl CO
> 0)
3 8
U hi
< a






•
§
•H
AJ
% reduc
in
CO
i
in
r»
•hi
Q*
*** o
^ Q
r* O
TT *H





&,
0
c
fl
X
41
je
e-4
5^
£,
AJ
U
1

-------
J  fl
<  41
O  **•?
    fl ^-t
    y  o

    cn 0
    o  y
    i-4 i-4
    0 <

    a
i
Cd


















































•o
3

C/)
M-l
0
C
0
JJ
a
y
M


£









fl


t
Urf
O
as












(n
jj
c
(J)
P
g
O
U






rs
•a
3
jj
M
vu
0

W
JJ
3
Cfl
01
ex







c
4)
3 .

Uw fl
« a
•a
4J
•^ S
i/1 Q*
fl >.
3 f«
>u
| |
V) E«

)

^4
fl
y
'^
•••
o>
u






o cr <*">
£* fl A












OS

"o ^
0 ^
u o
— i c
*4 fl
^J
— 1 C
>* &
It
i ^-4
c —

1 — 1
W

^
CO





0)
cn
T3
3
^
(0

•o

JJ Ifl
fl (fl
> 4)
•H U
•u 0
y w
< a

0
•*H
C JJ
0 fl
T3
T3 ffl
4) U
(fl cn
fl 4)
j3 ^
0 •
C — i u
0 J3 J=
• H
jj «-i ad
y o x
3 a
T3 01 O
o> jj u
M fl
ki C"
*• g

* O 
0 -4
0 JJ




a



of
0
CO
*N^
2

C
0
JJ
y c
3 O
-a .-i
4) JJ
w y
3
dp *O
CO 0)
cn u









M


Cb






«v^
0

4J
3
a

i ^r
s

(Ti
^
I
1



















41

JJ "x
•-( 0
Cfl U
c a
41 a
tn fl
^"*
o
jj in
E
T3 W
^^ '*4
o c
i/l cn
41 W
U O .
3 y a
•H a
y jj
•H fl O
x 3 m
0 cr 

T3
3

W

•n

jj en
fl W
> 4)
•H y
jj o
y u
< a









c
o
•H
JJ
y
3
TJ
4)
U
0*
O
O
^•4
1
in
cn

•5 m
fl X JJ
0 >• *4
i^ (N fl
T T3 O
0 X 0
O *< ^ O
ffl 0 't -4



H- 1


a.






«^ , H, , -
0

fl
Jj
3
a

| v^J
S

_ i
i3





•i1
Cn
TJ
3
,_4
W

T3

JJ V)
fl W
> 4)
•* U
JJ 0
y u
< a
a
8

c
0
c
tJ 0
01 •*
tn jj
jQ *Q
fl
c u •
0 O> VJ
•H 4) JC
y o cn
3 — X
T3 -3 Q
Q O
0
a* CP
ca 4) s

o: 13 -v
cn iM oo









IX


=






^_(
O
c
fl
Jj
3
MM

r*
-

_
'C3
i
'



CJ
JJ^
'O
3

W

T5
41 •
JJ Cfl
fl (fl
> 41
— * U
4J 0
y u
< a
Q
8

c
0
c
T3 0
4) **H
(fl JJ
fl fl
J3 T3
fl
e w •
0 O> U

y o cn
3 •-< \
TJ .a a
4) O
U U-l CJ
0
rf Cn
m 4) S
• -j
CO ^ ^^
cn v. in









a


3


rH
0
c
fl

3
a
i
y
o


1 00 I


> _
' 3
,
i



01
CT1
T3
3
^
V)

'O
0) •
JJ n
fl W
> 01
•H y
JJ 0
y w
< a
•w
8

c
0
c
•O 0
4) •-«
(A JJ
JS-S
fl
C W •
0 cn M
•* 4) jS
JJ -O
y o c"
3 -H X
-O J3 Q
« O
lM « O
0
*» Cn
m 4) £
• Jj
in fl o
cn w f^>









0,





"o

fl

3
a
i
£
0)



^

CM
5




y
j3
0
W
0)
fl

•o
01
JJ •
fl 4)
£ u
•H 3
~4 JJ
y -H
U 3
< y
T3
0)
•o
fl
u
0<
0)
•o

^
r-l
fl
•H
JJ
kj
fl
a

*u
fl
k)
^J
•_fl
^
3
W









co


-3


0
e
fl
^
3
a
i
u
kl
CI
_i

1 O
< ^


-
3
•^
H
_
3
i>
**^


































































       C
    ." °
    (fl JJ
    4) fl
    u y
    0 -4

    a, -H
       cn
    c cn
    0 fl
    •-< -H
    JJ CJ
    fl

    jj fl
    - y

    y 'g
    C 4)

    c35
                                                    E-24

-------
                        INDEX (continued)
 **  Chemical Classifications
        A  Alcohol
        B  Aliphatic
        C  Amine
        D  Aromatic
        S  Ether
        F  Halocarbon
                            G  Metal
                            I  PCB
                            J  Pesticide
                            K  Phenol
                            L  Phthalate
                            M  Polynuclear Aromatic
***

a
b
c
d
  Compound Code Number - Refers to Compound Code Number used
                         in Appendix Table E-l
Also see Ethylene Glycol
Also see 1,2-Ethanediol
Also see 1,2-Dichloroethane
Also see Ethylene Dichloride
Caution:   Because a compound may have many synonyms as given
in The Merck Index the reader should check for a compound under
several names.   This also applies to the pollutant group codes
assigned to each compound because a complete crosscheck between
synonyms was not undertaken.
                              E-23

-------
                INDEX (continued)
Compound
Pollutant  Chemical
 Group*    Class.**
Compound
Code No.***
2,4, 5-Trichlorophenoxypropionic
Acid
1,2, 3-Trichloropropane

Tr iethano lamine
Triethylene Glycol

Trifluralin
Trimethylphenol
2,4, 6-Trinitrotoluene


2,6, 6-Trinitrotoluene
Urea
Urethane
Valeric Acid

Vanadium
Vinyl Acetate
Vinyl Chloride
Vinylidene Chloride
Xylene


m-Xylene
o-Xylene
p-Xylene
Xylenol
Zinc





Ziram
Zireb
* Pollutant Groups
A RCRA List -
H RCRA List -
H
H

S




(TNT)




H,T



S
H,P,T
H,T,S
S,T


S,T
S,T
S,T
S
P








Acute hazardous (Sec.
D
F

C
B

J
K
D


D
B
B
B

G
B
F
F
D


D
D
D
K
G





J
J

261.
ID- 81
IXF-50
XF-17
IXC- 30
IB- 91
IXB-59
IIIJ-15
IXK-26
IVD-1
IXD-60,61
XD-11,12
ID- 8 3
IB-92
IB- 9 3
IXB-60,61
XB-18
IIG-55
IXB-62
IF-10
VIIF-38
ID-85
VIID-17,18
IXD-62,63
ID-84
ID-84
ID-84
VIIK-21
IG-28 to 34
IIG-56 to 61
IIIG-12,13
IVG-4
IXG-28,29
XIIG-9
IJ-28
IJ-29

33(e) }
Hazardous {Appendix VII)
P Priority Pollutant (Consent Decree)
S Section 311
T RCRA List -
Compound
Toxic (Sec. 261. 33 (f) .
(a blank indicates that the compound
fall into one
of the above groups)


does



not

                      E-22

-------
                        INDEX (continued)
Compound
Tribromomethane


Tributylamine

Trichloroacetic Acid
2,4, 6-Trichloroaniline
1,2, 3-Trichlorobenzene
1,2, 4-Trichlorobenzene




1,3, 5-Trichlorobenzene
Trichloroethane
1, 1, 1-Trichloroethane




1,1, 2-Tr ichloroethane



Trichloroethylene




Trichlorofluoromethane

Trichloromethane

2,3, 5-Trichlorophenol
2,4, 5-Trichlorophenol
2,4, 6-Trichlorophenol



Pollutant
Group*
H,P,T







H,P





H,P,T
H,P,T




H,P,T



P/H,T,S




H,P,T

H,P,S

S
H,S,T
P,H,T,S



Chemical
Class. **
F


C

F
C
D
D




D
F
F




F



F




F

F

K
K
K



Compound
Code No. ***
VF-29
VIIF-30
IXF-42,43
IXC-29.
XC-12
IIIF-1
IC-35,36
ID-77
ID-78
VD-18,19
VIID-16
IXD-57,58,59
XD-10
ID-79,80
VIIF-31
IF- 6
VF-30/31
VIIF-32
IXF-44,45
XF-16
IF-7
VF-32,33
VIIF-33
IXF-46
IF-8,9
IIF-2
VF-34,35
VIIF-34,35
IXF-47,48
VIIF-36
IXF-49
VT-36
VIIF-37
IK-46,47
IK-48
IK- 49 to 52
VIIK-20
IXK-25
XK-19,20
2,4,5-Trichlorophenoxyacetic
    Acid
2,4,6-Trichlorophenoxyacetic
    Acid
H,T
J

D
IJ-26,27

ID-82
      i
(continued)
                             E-21

-------
INDEX (continued)
Compound
i -yrene



Styrene Oxide
Tannic Acid
2,4,5-T Ester

1,2,3, 4-Tetrachlorobenzene
1,2,3, 5-Tetrachlorobenzene
1,2,4, 5-Tetrachlorobenzene
Tetrachloroethane


1,1,1, 2-Tetrachloroe thane
1,1,2 , 2-Tetrachloroethane


Tetrachloroethylene



Tetraethylene Glycol
Tetrachloromethane

Tetradecane

Tetraethyl Pyrophosphate
Thallium

Thanite
Thioacetamide
Thioglycollic Acid
Thiouracil
Thiourea
Tin
Titanium
Toluene



m-Toluidine
Toxaphene



Pollutant
Group*
S





S



H,T
H


H,T
H,P,T


P




H,P,S,T




H,P


H,T


H,T


H,P,S,T

• - • ••


P,H,T,S



Chemical
Class.**
D



D
B
J

D
D
D
F


F
F


F



B
F

B

J
G

J
C
B
B
B
G
G
D



D
D
J


Compound
Code No. ***
ID-63,64
VD-15
VIID-13
IXD-49,50,51
IXD-52
IB-87
IIJ-6
IXJ-41,42
ID-65
ID-66
ID-67,68
VIIF-26
IXF-38
XP-14
VF-25
VF-26
VI IF- 2 7
IXF-39
VF-27
VI IF- 2 8
IXF-40,41
XP-15
IXB-58
VF-28
VIIF-29
IXB-57
XB-17
IJ-24
IIG-51,52
IXG-27
IJ-25
1C- 3 4
IB-88
IB-89
IB-90
IIG-53
IIG-54
ID-69 to 75
VD-16,17
VIID-14,15
IXD-53,54,55
ID-76
IXD-56
IXJ-43,44,45
XJ-8
(continued)
     E-20

-------
INDEX (continued)
Pollutant
Compound Group*
Phthalic Acid H
Phthalimide
Piperidine

Propanedinitrile
Propanenitrile
Propanol

i-Propanol
n-Propanol
Propionaldehyde
Propionic Acid S

Propoxur
B-Propriolactone
Propyl Acetate
n-Propylbenzene
Propylene Dichloride
Propylene Glycol
Propylene Oxide S
Pyrene P


Pyridine H,T

Pyrrole

Pyruvic Acid

Randox
Resorcinol S,T

Selenium ' H,P

Silver H,P
Sodium Alkylbenzene Sulfonate
Sodium Alkyl Sulfate
Sodium Lauryl Sulfate
Sodium-N-Oleyl-N-Methyl Taurate
Sodium Pentachlorophenol 	
Sodium a Sulfo Methyl Myristate
Strontium
Chemical
Class. **
L
L
C

B
B
A

A
A
B
B

J
B
B
D
F
B
B
M


D
C
C

B

J
K

G

G
D
B
B
B
K
B
G
Compound
Code No. ***
IL-11
IL-12
IXC- 2 6
XC-10
IB- 80
IB- 81
IXA-21,22
XA-8
IIIA-5,6
IA-44
IXB-50
IXB-51,52
XB-15
IJ-23
IB-82
IXB-53
ID- 61
IXF-37
IXB-54
IXB-55
IIM-11
IXM-9
XM-7
IXD-47,48
IXC-27
IXC-28
XC-11
IXB-56
XB-16
IIIJ-14
IXK-24
XK-18
IIG-45,46,47
IXG-26
IIG-48,49,50
ID-62
IB-83
IB-84
IB-85
IK- 4 5
IB-86
IG-27
                              (continued)
      E-19

-------
INDEX (continued)
Compound
Octylamine

Oleic Acid
Oxalic Acid
Paraldehyde

Parathion



PCS (Unspecified)
Pentachlorethane
Pentachlorophenol




Pentamethylbenzene
Pentanamide
Pentane
Pentanedinitrile
Pentanitrile
Pentanol

Pentarylthritol
Perchloroethylene

Phenanthrene

Phenol






p-(Phenylazo) aniline
p-Phenylazophenol
2,3-o-Phenylene Pyrene
Phenylenediamine
m-Phenylenediamine
o-Phenylenediamine
p-Phenylenediamine
Phenyl Methyl Carbinol

Pollutant Chemical
Group* Class. **
C

B
B
T D

A,H,S J



I
H/T P
A,H,P,S K



J
D
C
B
B
B
A

A
P,T F

P M

H,P,S,T K






C
K
M
C
* - -• (*
C
C
A

Compound
Code No. ***
IXC- 2 5
XC-9
IB-74
IB-75
ID-59
IXD-46
IJ-20,21
IIJ-5
IIIJ-13
IXJ-39,40
IXI-1,2,3
VIIF-24
IK-33,34
VI IK- 13
IXK-9,10
XK-14
IJ-22
ID-60
IC-29
IB-76
IB-77,78
IB-79
IXA-20
XA-7
I A- 4 2
VF-24
VIIP-25
IXM-8
XM-6
IK-35 to 43
IIIK-3,4,5
IVK-1
VK-1
VIIK-14 to 19
IXK-11 to 23
XK-15, 16,17
1C- 2 8
IK-44
IIM-10
1C- 30
IC-31
IC-32
IC-33
IA-43
(continued)
     E-18

-------
INDEX (continued)
Compound
Napthalene



B-Napthol
B-Napthylamine
Nickel



Nitrilotriacetate
o-Nitroaniline
p-Nitroaniline
m-Nitrobenzaldehyde
o-Nitrobenzaldehyde
p-Nitrobenzaldehyde
Nitrobenzene




m-Nitrobenzoic Acid
o-Nitrobenzoic Acid
p-Nitrobenzoic Acid
Nitrof luorine
m-Nitrophenol
o-Nitrophenol

p-Nitrophenol



m-Nitrotoluene
o-Nitrotolucne
p-Nitrotoluene
Nonyl phenol
Octadecane

Octanoic Acid

Octanol


Pollutant Chemical
Group* Class.**
H,P,S,T M



K
H,T C
H,P G



B
C
A,H C
D
D
D
H,P,S,T D




D
D
D
D
S K
P,S K

P,H,T,S K



S D
S D
S D
K
B

B
.
- 	 ' ' A


Compound
Code No. ***
IM-11 to 14
IIM-9
VM-1
IXM-6,7
XK-11
IXC- 2 4
IG-22 to 26
IIG-41 to 44
IIIG-11
IXG-25
IB-73
IC-26
IC-27
ID-46
ID-47
ID-47
ID-48 to 52
IID-2
VD-14
VIID-12
IXD-43,44,45
ID- 53
ID-54
ID-55
ID- 5 8
IK-29
IK-30,31
VIIK-11
IK-29, 32
IIIK-2
VIIK-12
XK-12,13
ID-56
ID-57
ID-57
IXK-8
IXB-48
XB-13
IXB-49
XB-14
IA-40,41
IXA-19
XA-6
                              (continued)
      E-17

-------
                         INDEX (continued)
         Compound
Pollutant  Chemical
 Group*    Class.**
        Compound
        Code No.***
 Iron
 Iron (Fe+2)
 Iron (Fe+3)
 Isobutanol
 Isobutyl  Acetate
 Isophorone
 Isophthalic Acid
 Isoprene
 Isopropanol

 Isopropyl Acetate
 Isopropyl Ether

 Kepone
 Lactic Acid
 Laurie Acid
Lead
 T

 P
 H,S,T
 H,P
Lindane
Malathion

L-Malic Acid
DL-Malic Acid
MaIonic Acid
Maneb
Manganese
G
G
A
B
B

D
L
B
A

B
E

J
B
B
              B
              B
              B
              J
              G
IG-15
IIG-26,27,28
IIIG-8
IVG-2
IXG-12,13
IG-13
IG-14
IXA-15
IXB-34
IB-67
VIIB-3
IXD-40,41
IL-9
IXB-35
IA-28 to 32
IXA-16
IXB-36
IE-1,2,3
IXE-13
IXJ-36
IB-68
IB-69
IXB-37
XB-7
IG-16,17
IIG-29 to 33
IIIG-9,10
IXG-14,15,16
XIIG-6,7
IJ-14
IIJ-4
IIIJ-10
IXJ-37,38
IJ-15,16
IIIJ-11
IB-70
IB-71
IB-72
IJ-17
IG-18,19
IIG-34,35,36
IVG-3
IXG-17,18,19

(continued)
                               E-1S

-------
                        INDEX (continued)
        Compound
Pollutant  Chemical
 Group*    Class.**
Compound
Code No.***
Mercury                         H,P,T
Methanol
Methyl Acetate

7-Methyl-l,1-benzanthracene
2-Methylbenzenecarbonitrile
3-Methylbenzenecarbonitrile
4-Methylbenzenecarbonitrile
Methyl Butyl Ketone
20-Methylcholanthrene
4-Methylcyclohexanol
Methyl Decanoate

Methyl Dodecanoate

4,4'-Methylene bis-
    (2-Chloroaniline)           H,T
Methylene Chloride              P

Methyl Ethyl Ketone             H,T

Methylethylpyridine
2-Methyl-5-Ethylpyridine
Methyl Hexadecanoate

Methyl Isoamyl Ketone           T
N-Methyl Morpholin«
Methyl Octadecanoate

Methyl Parathion                A,H,S

Methyl Propyl Ketone
Molybdenum
Monoethanolamine
Monoisopropanolamine
Morpholine
              )              '
Myristic Acid
              B

              M
              D
              D
              D
              B
              M
              A
              B

              B
              D
              F

              B

              D
              C
              B

              B
              C
              B
              ..B,
              G
              C
              C
              C

              B
IG-20,21
IIG-37,38,39
VIIG-1
IXG-20 to 24
XIIG-8
IA-33 to 38
IIIA-3,4
IXA-17,18
IIIB-10,11
IXB-38
IM-9
ID-42
ID-43
ID-44
IXB-39
IM-10
I A-3 9
IXB-40
XB-8
IXB-41
XB-9

IXD-42
IF-5
IXF-36
VIIB-4,5
IXB-42
ID-45
IXC-19
IXB-43
XB-10
IXB-44
IXC-20
IXB-45
XB-11
IJ-18,19
IIIJ-12
IXB-46
IIG-40
IXC-21
IXC-22
IXC-23
XC-8
IXB-47
XB-12
 (continued)
J
                               E-16

-------
INDEX (continued)
Compound
Napthalene



B-Napthol
B-Napthy lamina
Nickel



Nitrilotriacetate
o-Nitroaniline
p-Nitroaniline
m-Nitrobenzaldehyde
o-Nitrobenzaldehyde
p-Nitrobenzaldehyde
Nitrobenzene




m-Nitrobenzoic Acid
o-Nitrobenzoic Acid
p-Nitrobenzoic Acid
Nitrofluorine
m-Nitrophenol
o-Nitrophenol

p-Nitrophenol



m-Nitrotoluene
o-Nitrotoluene
p-Nitrotoluene
Nonylph«nol
Octadecane

Octanoic Acid

Octanol


Pollutant Chemical
Group* Class.**
H,P,S,T M



K
H,T C
H,P G



B
C
A,H C
D
D
D
H,P,S,T D




D
D
0
0
S K
P,S K

P,H,T,S K



S D
S 0
S 0
K
B

	 " '-. B

A


Compound
Code No. ***
IM-11 to
IIM-9
VM-1
IXM-6,7
XK-11
IXC- 2 4
IG-22 to
IIG-41 to
IIIG-11
IXG-25
IB-73
1C- 2 6
IC-27
ID-46
ID- 4 7
ID-47
ID-48 to
IID-2
VD-14
VI ID- 12
IXD-43,44
ID- 53
ID-54
ID-55
ID- 5 8
IK-29
IK-30,31
VIIK-11
IK-29, 32
IIIK-2
VIIK-12
XK-12,13
ID-56
ID-57
ID- 5 7
IXK-8
IXB-48
XB-13
IXB-49
XB-14
IA-40,41
IXA-19
XA-6
14





26
44








52



,45






















                              (continued)
      E-17

-------
INDEX (continued)
Compound
Octylamine

Oleic Acid
Oxalic Acid
Paraldehyde

Parathion



PCS (Unspecified)
Pentachlorethane
Pentachlorophenol




Pentamethylbenzene
Pentan amide
Pentane
Pentan edinit rile
Pentanitrile
Pentanol

Pentarylthritol
Perchloroethylene

Phenanthrene

Phenol






p-(Phenylazo) aniline
p-Phenylazophenol
2,3-o-Phenylene Pyrene
Phenylenediamine
m-Phenylenediamine
o-Phenylenediamine
p-Phenylenediamine
Phenyl Methyl Carbinol

Pollutant Chemical
Group* Class.**
C

B
B
T D

A,H,S J



I
H,T F
A,H,P,S K



J
D
C
B
B
B
A

A
P,T F

P M

H,P,S,T K






C
K
.... .. .- M
C
C
C
C
A.

Compound
Code No. ***
IXC- 2 5
XC-9
IB-74
IB-75
ID- 5 9
IXD-46
IJ-20,21
IIJ-5
IIIJ-13
IXJ-39,40
IXI-1,2,3
VIIF-24
IK-33,34
VIIK-13
IXX-9,10
XK-14
IJ-22
ID- 60
IC-29
IB-76
IB-77,78
IB-79
IXA-20
XA-7
I A- 4 2
VF-24
VI IF- 2 5
IXM-8
XM-6
IK-35 to 43
IIIK-3,4,5
IVK-1
VK-1
VIIK-14 to 19
IXK-11 to 23
XK-15,16,17
1C- 2 8
IK-44
IIM-10
IC-30
IC-31
IC-32
IC-33
I A- 4 3
(continued)
      E-18

-------
INDEX (continued)
Pollutant Chemical Compound
Compound Group* Class.** Code No.***
Phthalic Acid H
Phthalimide
Piperidine

Propanedinitrile
Propanenitrile
Propanol

i-Propanol
n-Propanol
Propionaldehyde
Propionic Acid S

Propoxur
B-Propriolactone
Propyl Acetate
n-Propylbenzene
Propylene Dichloride
Propylene Glycol
Propylene Oxide S
Pyrene P


Pyridine H,T

Pyrrole

Pyruvic Acid

Randox
Resorcinol S,T

Selenium ' H,P

Silver H,P
Sodium Alkylbenzene Sulfonate
Sodium Alkyl Sulfate
Sodium Lauryl Sulfate
Sodium-N-Oleyl-N-Methyl Taurate '" .
Sodium Pentachlorophenol
Sodium a Sulfo Methyl Myristate
Strontium
L
L
C

B
B
A

A
A
B
B

J
B
B
D
F
B
B
M


D
C
C

B

J
K

G

G
D
B
B
B
K
B
G
IL-11
IL-12
IXC- 2 6
XC-10
IB-80
18-81
IXA-21,22
XA-8
IIIA-5,6
I A- 4 4
IXB-50
IXB-51,52
XB-15
IJ-23
IB- 8 2
IXB-53
ID- 61
IXF-37
IXB-54
IXB-55
IIM-11
IXM-9
XM-7
IXD-47,48
IXC-27
IXC- 2 8
XC-11
IXB-56
XB-16
IIIJ-14
IXX-24
XK-18
IIG-45,46,47
IXG-26
IIG-48,49,50
ID-62
IB-83
IB-84
IB-85
IK- 4 5
IB-86
IG-27
                              (continued)
      E-19

-------
INDEX (continued)
Compound
c -yrene



Styrene Oxide
Tannic Acid
2,4,5-T Ester

1,2,3, 4-Tetrachlorobenzene
1,2,3 , 5-Tetrachlorobenzene
1,2,4, 5-Tetrachlorobenzene
Tetrachloroethane


1,1,1, 2-Tetrachloroethane
1,1,2 , 2-Tetrachloroethane


Tetrachloroethylene



Tetraethylene Glycol
Tetrachloromethane

Tetradecane

Tetraethyl Pyrophosphate
Thallium

Thanite
Thio ace t amide
Thioglycollic Acid
Thiouracil
Thiourea
Tin
Titanium
Toluene



m-Toluidine
Toxaphene



Pollutant Chemical Compound
Group* Class.** Code No.***
S D



D
B
S J

0
D
H,T D
H F


H,T F
H,P,T F


P F



B
H,P,S,T F

B

J
H,P G

J
H,T C
B
8
H,T B
G
G
H,P,.S.,T.. D



D
P,H,T,S D
J


ID-63,64
VD-15
VI ID- 13
IXD-49,50,51
IXD-52
IB- 8 7
IIJ-6
IXJ-41,42
ID- 6 5
ID-66
ID-67,68
VI IF- 2 6
IXF-38
XF-14
VF-25
VF-26
VI IF- 2 7
IXF-39
VF-27
VI IF- 2 8
IXF-40,41
XF-15
IXB-58
VF-28
VIIF-29
IXB-57
XB-17
IJ-24
IIG-51,52
IXG-27
IJ-25
IC-34
IB-88
IB-89
IB-90
IIG-53
IIG-54
ID-69 to 75
VD-16,17
VIID-14,15
IXD-53,54,55
ID-76
IXD-56
IXJ-43,44,45
XJ-8
(continued)
      E-20

-------
INDEX (continued)
Compound
Tr ibromome thane


Tributy lamina

Trichloroacetic Acid
2,4, 6-Trichloroaniline
1,2, 3-Trichlorobenzene
1, 2, 4-Trichlorobenzene




1,3, 5-Trichlorobenzene
Trichloroethane
1, 1, 1-Trichloroethane




1,1, 2-Tr ichloroethane



Trichloroethylene




Trichlorofluoromethane

Trichloromc thane

2,3, 5-Trichlorophenol
2,4, 5-Trichlorophenol
2,4, 6-Trichlorophenol



Pollutant
Group*
H,P,T







H,P





H,P,T
H,P,T




H,P,T



P,H,T,S




H,P,T

H,P,S

S
H,S,T
P,H,T,S



Chemical
Class. **
F


C

F
C
D
D




D
F
F




F



F




F

F

K
K
K



Compound
Code No. ***
VF-29
VIIF-30
IXF-42,43
IXC-29.
XC-12
IIIF-1
IC-35,36
ID-77
ID- 7 8
VD-18,19
VIID-16
IXD-57,58,59
XD-10
ID-79,80
VIIF-31
IF-6
VF-30,31
VIIF-32
IXF-44,45
XF-16
IF-7
VF-32,33
VIIF-33
IXF-46
IF-8,9
IIF-2
VF-34,35
VIIF-34,35
IXF-47,48
VIIF-36
IXF-49
VF-36
VIIF-37
IK-46,47
IK- 4 8
IK- 49 to 52
VIIK-20
IXK-25
XK-19,20
2,4, 5-Trichlorophenoxyacetic
    Acid
2,4, 6-Trichlorophenoxyacetic
    Acid
        H,T
J

D
IJ-26,27

ID-82

(continued)
     E-21

-------
                INDEX (continued)
Compound
Pollutant  Chemical
 Group*    Class.**
Compound
Code No.***
2,4, 5-Trichlorophenoxypropionic
Acid
1,2, 3-Trichloropropane

Triethanolamine
Triethylene Glycol

Trifluralin
Triraethylphenol
2,4, 6-Trinitrotoluene


2,6, 6-Trinitrotoluene
Urea
Urethane
Valeric Acid

Vanadium
Vinyl Acetate
Vinyl Chloride
Vinylidene Chloride
Xylene


ra-Xylene
o-Xylene
p-Xylene
Xylenol
Zinc





Ziram
Zireb
* Pollutant Groups
A RCRA List -
H RCRA List -
H
H

S




(TNT)




H,T



S
H,P,T
H,T,S
S,T


S,T
S,T
S,T
S
P







	 - ...
Acute hazardous (Sec.
D
P

C
B

J
K
D


D
B
B
B

G
B
F
F
D


D
D
D
K
G





J
J

261.3
ID-81
IXF-50
XF-17
IXC- 30
IB- 91
IXB-59
IIIJ-15
IXK-26
IVD-1
IXD-60,61
XD-11,12
ID- 8 3
IB-92
IB- 9 3
IXB-60,61
XB-18
IIG-55
IXB-62
IF-10
VI IF- 3 8
ID- 8 5
VIID-17,18
IXD-62,63
ID- 8 4
ID- 8 4
ID-84
VIIK-21
IG-28 to 34
IIG-56 to 61
IIIG-12,13
IVG-4
IXG-28,29
XIIG-9
IJ-28
IJ-29

3(e) }
Hazardous {Appendix VII)
P Priority Pollutant (Consent Decree)
S Section 311
T RCRA List -
Compound
Toxic (Sec. 261. 33 (f)
(a blank indicates that the compound
fall into one
of the above groups)

}
does



not

                      E-22

-------
                        INDEX (continued)
 **  Chemical Classifications
        A  Alcohol
        B  Aliphatic
        C  Amine
        0  Aromatic
        S  Ether
        F  Halocarbon
***

a
b
c
d
                            G  Metal
                            I  PCB
                            J  Pesticide
                            K  Phenol
                            L  Phthalate
                            M  Polynuclear Aromatic
  Compound Code Number - Refers to Compound Code Number used
                         in Appendix Table E-l
Also see Ethylene Glycol
Also see 1,2-Ethanediol
Also see 1,2-Dichloroethane
Also see Ethylene Dichloride
Caution:   Because a compound may have many synonyms as given
in The Merck Index the reader should check for a compound under
several names.This also applies to the pollutant group codes
assigned to each compound because a complete crosscheck between
synonyms was not undertaken.
                              E-23

-------
J
l-(
a
<
     !
     fl
     41
*   »-4  ID

=   y  o
o   -^ -c
     CP  o
     o  y
     ••* ^
-i   0 <
u       c
J    ••  0
a    a •-•
<    tn jj
e-    01  fl

      o •"
      U iu
     Oi -H
         tn
      c  ,
•o
JJ
CO
0

tn
^
3
tn
41
at




c
0)
3 .
— i ki

~ U
•u
01
jj 01
A O>
fl >
X H
>«o
II
W H
3

^
U
y
•*
£
S
«••
o

> .
3
Z

£ fl A











as

o ~T
y o
—i C
< fl •
JJ
-< c
>. 01

(tf 1
1 -H
f ~
1 — •
-

03




0)
CP
•3
3
tn
•o
41 >
jj tn
fl tn
> 0)
•* y
jj 0
y w
< a

0
•«4
C JJ
0 fl
•o
•O fl
0) kj
tn CP
fl 4)
C •-« U
0 .0 J5
••<
jj 
3 Q
•O 4) O

« 2 I"
ro •«
* Q O
0 O •
CP. O 03








0.


3





,*^
fl
4)
C
U
0
a
, (N J
p— • i
o
o
— <






c
§
CP
c
"O 4)
4) B
JJ JJ
fl fl
W 0)









C
0
*H
JJ
O
3
*o
0)
L^
0
CT*
1
O
p"








M


b





f— ^
Q
£
fl
^
3
a
1
i m
—
_
0
1 01
1 '^ VI
-J CJ
u o
fl 0
•0 Q.
0)
X 41
•-> CP
5 'O
3
-< tn
4)
JJ T3
0> 0)
— 1 JJ
^^ fl
S >
0 •-•
0 u




a
Q
09
40
o
03
2

C
0
jj
y c
3 0
•O •-(
41 JJ
W U
3
00 t3
03 01
ON w,








M


a,





«^
0
c
fl
fc-J
3
I
i r,
— 1
:sn
0















41

JJ U
.-. o
tn w
c a,
41 a>
tn fl
^^
o
jj tn
•o tn
*^ ••*
0 C
Si fl
in CP
4) W

^ C
jj y a.
•H a
y jj
rt fl O
x 3 in
o cr  41
"H O
jj o
y u
< 0,








c
O
•H
JJ
y
3
4)
W

O
O
— 1
1
in
w
•Q • •<-"
-4  4)
•* y
jj o
y u
< a
a
8

s
o

•a o
0) -H
tn jj

§w •
CP W
••* 01 .C
jJ TS
y o CP
3 •-. \
13 J Q
a o
U <« CJ
0
03 a I*

oj "3 ^r
<3> U 33








a.


3





("^
0

T3
^j
3
a
i r-
-

co




0)

*o
3
tn
T3
jj tn
fl tn
> 4)
•-* y
jj 0
y ^
< a
Q
8

c
o

•O 0
41 -H
cn jj
fl fl
jQ T3
fl
C M •
O CP W
•- ( 0) JT
JJ *Q
CJ 0 CP
3 ••* X
T3 J3 O
oi O
**»
m oi e

o fl >n
i3> w in








0.





0

fl
«J
3
a
i
CJ
D
V)
1 3
—
^»





01

•3

tn
0) •
jj cn
fl tn
.2 S
jj 0
y w
< a
-,"
8

e
o
c
•O 0
cn JJ
^j ^3
fl
e u •
O CP vi
•2 41 J=
jJ T3
y o CP
3 -H \
T3 J3 Q
0) O
w ^
*» CP
m oi S

m fl o

-------



*-•»
•o
4)
3
C
4J
^
0
o
»^
W
u
u
03
<
6-















e
1
.u
IS
•W >»



/R
*w

fli
•4*
0





00




41
o»
*o
3
01

TJ
4) •
JJ M
 0)
u u
< a.

o
c ±j
0 <9
01 W
(0 O>
<9 01
"S
C -H •
O jQ vi
•M jCT
Px!
•o 01 a
4) JJ p
M
f^ •« S
• a
GO o o







a.


D
"o
•H
•o
4)
C
>9
4J
03
1
^
I -*
< "•


00




4)
a*
3
^
0)

•o
01 •
4J 0]
IQ  41
< a
§

c e
O 0
•H
tj 4J
01 iO
tn 'o
CP W
a ot £
O -o
•-• 0 CP
** "* Cf
3 O
o> 'o °
vi er>
4} S
vfl (0 00
cn vi 
4J ••* \
O 03 Q
3 O
0) O
;. a
OA Vi in










=
i-H
0
ts
^J
c
41
|
U
U
1 <^
< ~>
«— i

03




4)
^
1
^H
V)

•8 .
•U 01
<0 (0
U Vi
< a
0
e -u
0 <0
T3
H 2
W C7^
At . -^
J= 0
•U C
5) <
E x
~> 41
Q J=
i v
< "*
1-1
m
O

41
U
3
f—>
3
U
U
•H
J3
O
01

01
w
a.
"O
0)
e JJ
4)
O X
O 0)
"a

O £*
c ^^
0 0
••4
•U 4*
o m
3 •
T3 r- •
41 01
VI Vi
• £
* 
< -i
*"*
0
o



•a
41
,
•a •
4) C
il 0
>a o
0 en
fr> -i





c
0
4J
41
Vi

O
en
i
0










b.





-H
0
1
03
_
1 O

**
n
o

41
Li
3
^
3
U
U

J3
2
41
|Q
4)
M
•3
a.
n1 e
rsi ••*
c -a
•»•( 49
§01
X
0*
o a
C H
0
—I %*
•u O
u
3 a*
•O 1-
41 
§
a
40
o
00
J

§
•«4
u
1 .
VI C
o
*• ••*
o .u
o u
^ 3
en w










-





i^4
0
2
~
w
1 00
< ~*
"*
o




*o
41
JJ
fl
Vl
41


^,
•O •
41 C
*• 2
(Q O
o» w
W 15
t* *H





C
0
•H
^
U
•o
01
Vl
+
o
in
i
o










b.
^
0
fl

3
03

5s
bl
1 0^
< "^


O
1
-J !f>
O W
iO u
a
41 Vi
x a
g 4)
O1
51* TJ
4) ^
01
a" V
0 «
0 >
§
03
^f
O
CO
J

o
—4
u
73
4, .
Q
«• -H
O -U
0 U
-H 3
i -a
m o)
C^ Vl










-
i-t
g
*fl
4J
3
03

1"
U
I 0
< <"
**

m




4)
CT>
2

U)

•o
4) •
*J 0)
10 V)
> 4)
38
U Vl
< cu





e
o
^J
•o
01
Vl

in
CO
i
in
r*
•g *•*
-0 o
^ o
Cl 0






*
^
0
(^
^
3
03
r-(
1"
b3
1 -^
rf (^
*"*

m




0 01
> 0)






e
0
jj
u
"O
0)
Vl
*
00
1
in
r»
l*£
•3 o
•^ o
(N O
V >H





fc
"o
e
X
41
^
-4
£
?
(N
1 
-------
      C
      0)
~   0) -»
 J    ^ <

 3
 C
 0
6-
-t  (fl

 U  'o
•-«  jC
 cn o
 0  u

"o  <

03


 ••  O
v> -t
a) jj
oi  fl
cj  (J
O •-•
W ttnJ
CU -I
1


























>,
T3
3
CO
U-l
O
g
0
jj
Q.
•H
w
u
to
,
2 e-
>.u
1 a
jj S
J3









t
fl


c

i


fl .
O

^^
09





01
TJ
3
^H
CO
TJ
0) •
JJ tO
fl 10
> 0)
2 8
u >-
< a
_
^
c ^
0 fl
TJ
•O fl
01 W
(0 cn
fl 01
C-? .
0 J3 W
•^ Jm
U 0 Cn
TJ 4) O
0> JJ O
n fl y
u
<*).ȣ
• a
!*• O •"'
Gn cj ^









a.



3



^^
>* <"^
u 0
3 .S
iw 0
U U
i

— iva 10 —
co |in





0)
C"

3
—1
<0
TJ
0) •
JJ tO
fl tO
> 01
"* O
jj 0
U U
< a
c
0
e jj
0 fl
TJ fl
O) I-
to cn
fl (U
c •* •
o .a i-
•-' ^5
JJ U-l
o 0 cn
3 \
TJ oi a
01 JJ p
w fl y
2 ~£
* a
*J9 O O
a* y *









cu



3



*•*



0 ,0
1
••4 •
1 «J '•"

T3

0)
a^
TJ
3
f«4
<0
TJ
01 •
JJ U]
fl (0
> «
•*•* 0
jj o
U ki
< a.




5

u
3
T3
of
0
O
1
in









a.



3




>^ ^^ *-^
u 3 O
3 — S
MM 0 fl
U J X
3 — t _3 — i
I IT
<
<'
s
< r4
^J
fl

01
fl

J3*

TJ •
01 C
1 Treat
[ lagoo




^
5
~)
3
TJ
01
w
of
O
1
O









H4



b.


^-4
0
*••
fl
X
a

T
— i
^j
o
o


*— *



rg — i I vo '
0 0 x c=i
i
t •
CJ '/)| J
fl i)|TJ
U
1 2
x a.
.-*
e v
C"
*-i 3
Ol ^
JJ V)
01
11
3 5


a
o
03
O
09
3

3
'Z
% reduc
uction.
0 TJ
O 0)
— 1 Wl









»•*



Cu


*•*< ' '
0

fl
X
V

1
i £
<: ^
01
JJ
fl

0)
fl

£

TJ •
ai r;
Treat
lagoo




c
0
^
u
3
TJ
0)
w
0
o









HI



u.

"o
c • '
fl
a
0
w
a,
0
(0
HI
1 35
fl

01
X
•^ •
g 01

> 73
~* 3

jJ 10
01
•-J T)
rl| 4)
O fl
y >


a
40
o
00
a"
c
o
reduct
uction.
* TJ
^O 0)









HI



Cb

"o
C' "
fl
a
0
W
a
0
«
< ^
i • »
i pp t i

U

o
u
01


•a
01

fl 0)
E M
"t 3
"o -<
0 3
< U

0 ••* J3
•i « »a
JJ JJ TJ
y « >• oi
•§ 3 'fl 1
41 01 'O S
h* S 01 01
•~, u u
«» a 3
O JJ 13 «*
O S il) O
— i •-! JM in









C/3



J

"o
C
^
a.
0
1^
0,
0
(0
1 0

01
f^
3

CQ
•o


J^
13
3

(0
T3
D 4) •

fl tfl
> 01
U W
< a.

a
8
c c
0 0
•H

oi ia
(0 'O
0> u
e  01
•H O
JJ 0
u u
< a




0
jj
^j
3
•0
0)
u
I
i
in
>Vi
fl ^ AJ
3 *O ^
»~* /5"
a -8
SW PM O
O V —



a.



3

0
C
fl
a
0
^4
^
0
U)

-------
"O
V
3
C
•H
JJ
C
0
u
 I
 u
a
2























— •*
M
^^
+j
e
4)
s
jj
fl
o>.
u <
t, —

-« «
ig .-<
•Si
£8
»-t ••«
o <<
•H
CO
e
.. o
0) -H
(0 4J
« fl
8-2
W **J
CU -H
c to
O fl
jj a
fl
b rH
iJ fl
e u
0) -H
c v
















*j
cc











0)
—
0)

o





-
ff*
3
™
C/l

<
a 3B H


U >»O
S 3 CU
u ^ ^H
CO ^



•fl
*fl
y

g
01
g

o

> i '
vO O
>-1 , ^ — > . U1 i — • — c V —
in OO C ,C5|J3 CD C . C ~ ~ _
• !

i
i "^3
i QJ
^j
a1
-o
3
»-*
U)
t3
^j *
•u cn
 a;
•H U
^J 0
0 ^
< a









•
e
0

M
u
•a
0)
in
00
i
in
t-

"X
73 ^V*1
8 ^«
" 5 °
§^ o
«W CM O




^





b.






— i
o-
c
tj
5
0)
z
1 <->
< °
^
fl
^4
OJ
13

^

T3 •
0) C
^ 0
fl 0
oi cr
£2









•
c
Q

jj
U
•a
0)
o
in
i
O
ro










M





i»






p^
0
c
TJ
£.
4J
S
1 t
< "
ai . a - -3 ^ - __
u ; - , ^ i. = . u _ -
3 3 fl •-. 1
•^ ; *J ,__ y 2
. T3 TT *
U ' *"'

3
u

u
3 0) S fl , ?> OJflD-j!
U , X 3 i> -O i X w - X
••4 •
u • s oi
2 ••*(£?
0
^4
0)
fl
0)
u
3
CU
•O Q
0) O
in H
Q 3
O *M
0] (NQ
O
(M 40
0 (T r-
C -H •
0 -< 1 W
•*4 ^ W
*J V —
u o •
01 vO
W r-i . c

g U 3 — .. OJ 3 — •.
jj ',-1 £ 11


>. J (fl
0) 01 JJ
> -u c
LI en fl
3 fl —
01 3 a
1 _Q



a

CQ
^
0
CO

3

0
4-1
U C
3 0
12
w u
3
«* -a
TT 01
CO U










M





b«





-
^
0
c
fl
.£
jj
0)
i r~
S "
a.
a,
o
^^
m
i
o
JfJ

U-l
0

•
CJ
5
u
JJ 73
C 01
4) >
3 i
,— I .—
 0)
•H O
4J 0
U Vi
< Q.

a
o
CJ

e c
0 0
•O 4J
01 fl
(0 73
fl fl

CT W
S 01 £
•H 0 O<

53 1
73 144 CJ
0) 0
W CT>
01 E
«f fl O
cn w •»










a.





3

1
0

"o
y

>, — i
JS 0
•u c
J! 3
1 01
i co ( a\





a
o
CO

o
CO

J

o
•H
-U
u c
3 0
73 •-.
0) .u
M U
3
«* -u
in oi
r» u










M





a.







^
0

*
8
i a

fl , -j i S a ,

j i 5 — < 5
I
*CT •
0) C
jj 0
fl 0
01 O1
Ll fl
&• — 1









.
c
0

-J
u
3
73
1)
O
1
O











M





Cu







^
g

4J
u
0
•+
2 *
u

Aerob
01 — <

u
Comp 1 '
vated





f









t
^
•j
a
01
y
1
4J
0
z










HH





J

^
0

•-•
_i
t_l
^
w
fl
tj
C









c
0

y
3
73
0)
m
T
in
CO










M





Cb


«^
X

01

o
-t C

c -a
01 W
O) J= fl
a a. cj
1 fN
1 m


















































                                            E-27

-------














-o
«
3
C
!
<*^
I*
u
w
fcj
3
6-




























^•^
M
4J
C
5
2^
-t M
fl ^H
U 0
••« JC

^•4 ^
0 <
a
e
.. o
W "4
J c
3 3 •
±j «^ ij
cn *w fl
c ^
^W H* CJ
0 T3
C V
O *•< 11
•H ca a>
JJ (O >
a. s E-
o >,"

i) 3 a
O 4J >,
CO t<
^
0
•p*
e
JS
u

0
—i
00

•o
3
(0
V •
-U M
(Q 0)
IS
e
0
C 4J
O 4
•o
•o *
9) h
(0 C7>
Hj ^
C -H •
O J3 W
i °^
^5§
M fl U
s «. s
• a
a> p -*
^ o ^*











flu




3

"o
C
f-
M
a.
i
c
i v
< T
M
^^
5
o
"**








































E-28

-------

41
C
•^
5
y
^
a
3
2
e-















fl flQ
H w
—I -H
y fl
T> a
o •-
^•4 ^*4
O <
.*4

c
•• 0
to — «
in jj
4) U
y y
0 •"
U IU
3. -H
01
C V)
0 ^
*J O
fl
^J (Q
= y
0) •-
y E
C "J
o —
0 0














































>1
•o
Jj


c
0
Jj
a
u
y

;u
u



^









1

^^
_;/
—












C/l

c
1)

g
o
u





fc
_-
"1
H
en

u ,
o
•J)

3
j-«
Vj
a




jj
,*«
a!
— I 1*
*4 (fl
C £
w O
•a
41
^ 2.
^
3 e-
xy
"O 4)
3 a
•w >
CO f-


1
^
 cr>
H -2










•
c
0
y
3
•o
01
Ll
*
o
CO
o







HH




Cb


41
•o
£.
4)
13
•H

±J
41
y '

r
03 -i
M
-3


i
;

|

O

^
3
— i
V)

13

.u «
fl to
> 4)
•H y
-u 0
y L,
< a










(
c
0
Jj
y
3
41

at
in
CO
1
in
CO
•o .a o
«J ~* O
a: o -a «-<



^




Cb


4>
*
J=
4)
•o

 3 
3 01
— . — *
'*j y
CU 
^
•C*
0)
2

•n
4J
41
y

i
03 t*)
• s-
•**

t ,
, -T
i ti
•j
• 3
, s
/ 0
1 y
1
LI
0
U-l

i^
I
03


01
41
C/7
a
a

o
o
f*>
i
o
in

tM
0

y
3
y
JJ -0
C 4)
01 >
3 4)
-* —4
Uri y
u «

§
&
|
O J3
o a*
*H CU



^^



u

^





0)
c
Q.

Q)
O

1
CQ ^r
^
c
^



-r
w
•*J
13
W|
cu
fl

>^
jQ

•o •
V C
jj o
fTj Q
(U ff*
^-










•
c
0
y
3
TJ
4)
w
0
O
O^
o
p»






. t




0-






01
c
0

4>
y

,
03 in
.-4
O
"*
1
^
1^
•»
13

0) •
— -J
j y
fl 3
--. 13
U«4 Q
•H W
-i a
c
41 C
•O 0
•H -»4
Jj
o *n
z -o
_y
CQ
0


14
o

•o
4)
•D
HJ
u
01 •
^3 C^
c
>l -H
-i a
oi a
AJ -4
41 U
— 1 *J
a ,
CJ -Q






C/)




03






41
C
.0 ,
^J
41
y
<
1
A3 ^0
-
CJ





















.
i  J3
C •-•
o j:
y c
c
41 >•

x" "v
0 *J

I
o



•^




03


41
— t
Li
^
••4
C
0

41
y
*
1
oj r*
•£
O
•^





















CT»  3
LI a o
3
U Ll
"U 4) —
4) 4J
N <*- T
•H fl (M
•o
•M 0
>* 41 ITJ •-(
^H X 4J
•H D *» fl
•O m t)
^
**4
C*
0^
>,
4J
0)
0

1
CQ ^
in
O


^
- *
-. ^
'** H
-* „ „
= -3

& M
"" -J
OJ
Li
^ 4J
0 -J

>. 3 ai
1! D -J

Ll 'JJ ^
3 /O —
en 3 a
a
a

o
o
CM
I
O
(N

**4
0

u
0
y
4J T3
e 41
v >
3 41
— 1 -H
«- fi
IM Q
u >a

o
in
i a
in a



M



o

Ch




e
• •4
4)

0
Ll
y

i O
03 **


•^
Z
Z
~*
3
^
' '.
^^






























































E-29

-------
    13 03
    0) —
1
e
o
u
I
u
    0 <

    a







































•u
3
U
CO

c
0
a
•^
^
u
a
5



X







n


IM
X











en
e
01
0
u






*^f
2*
3
4J
C/l

0

V)
4J
3
•
n H


i


0
e
w
u

) .
0
1
^Q







V
^
•a
3
tn
•o
M tn
fl Ul
> 4)










•
C
O
4J
U
3
4)
M
in
^
i
03
« i2*»
o 5 •«
^4 O*
O
Q •* 0
O ** 
O fl
u >










•
c
o
4J
u
3
4)
W
in
o>
i
in
CO











Eh


*U
••H
U
(rf
y
»-4

W
y

m
a -•
1— «

o





•3

^
fl
w
01
fl

£
1 c
w 2
fl O
4) O>
Wl fl
&• "t










•
c
o
^
y

1
w
*
o
(^
1
o











b.

01

•H
Wl
4J
c
o
*H

y

i "•
2 ^


i
,

~t ,1
u ^
fl a
j
-3 0
01 u
X £,
i -.
^
>> T3
•H 3
0) .-i
0)
-• T3
a, a>
§u
fl
u >









•
c
o
.u
U
3

4)
O
O
*••
1
in











Cb

4)
•H
•H
W
U • •
c
0
~+

y
•*
1 ^
a -1

^2
ul






1)

T3
2
y)
•o
J-i Ul
fl  4)
y IH
< Q.









•
c
o

y
3

41
«*
0
0
i^
1
in
** $i u
0 < >u
*""* 7^
o
§^ 0
<*J (N O
a o «r -^







b

4)
^^
•H
W
^J , ™ . -.
c
0
^^

w
u

vO
a -•

^
-^






01
O1
•a

yi
T3
01 •
4J W
fl cn
Activ,
proce












J
0
-•4
jj
y
4)

00
O
c
§.
cu

o







b.

4)
*«4
'*4
Vl
^
e
0
>,
w
y

r^
a "

P"*
2

*

^j
T^ *Z
;y
> i
i.J — 1
fl JJ
TJ fl
•*4 ^J
x wi
O o<

<4-l 1*4
O 0

•" W
—1 £
«
r** ^*
^k fN
3

T3 V
* £
••4 fQ
*^
•H "0
X 4) •
0 -u C
W O
>. 41 -H
-H X JJ
— i « fl
^j ^3
fl Q -H
U Q X
ai f. 0
.
a.

o
o







M



•o
•H
y
<
y
a.
•3

1 =0
ffl "*

1-1 '
o


"3 >•

— ^4 ^
3 u -3
-» 0) fl
_j a. 01

3 fl VI
7i -< fl
p g
"" fl 01
4) 4) W fl
3^ 3 0) Wi
>. O " 31
X JS fl 01
O tn S T3
c


T3
4)
4J
W
4)
X
41

Q
g

I^J
0
0*
U)
O w*
^ <£•

a ^
3 (N
&
a

0
o
in







a






0)
•*^
c
fl
*
i ^
a -1

__
2






ii

^ '
_3
1/5
•o
V •
fl  0)
2 8
y w
< Q.
C
0

C 4J
0 fl
"0
^D fl
4) M
in CP
fl 4)
J2 ^
Q
s ••«
C JQ M
"** £
^j (M
y o o>
•O 4) Q
4) U O
Wj fl CJ
u

in •• £
• Q
IN O O
a\ cj v











3






3 4)
•H 4J
5 -•
Jfl
X
o
1 i °
, a ^


5 ;
.














Ul
^3
Q
-4
Wi
11
o.

c
o
••4
Jj
fl
•a •
•-. at
x u
0 £
U (N
y o

x

i
a.

o
0
in







o

~
w
jj
• H
2
••H
cu
fl
ij
3
a
i ~*
a !N


—
§

-•
^
•-
3
O
^^




































i














1

   c  cn
   O  fl
   ••H  —(
   -u  U
   fl
   Wl  ~-l
   jj  fl
   C  U
   4)  .,*

   ^§

   36
                                          E-30

-------
 0
 y

•s
 i

 Cd

a



I
























^•h
M
^•*
JJ
3
S
jj — .
 U

W i-H
jj *
c y
V -H
y s
C 41
O £
J O











.
V*4
CX











!/)
_,


§
• j
W





^*
3
U)

0
j
*•
01





Jj
H c
•O 41
3 3 •
JJ — t k4
tn <*4 io
C J=
1*4 1-1 CJ
o -v
e «
Q 4J 41
H 01 Q.

a, 5 t-


y >.°
(A 'Q 41
«| 0 ^
Q JJ >,
W 1"

J3
*-\
fl
y
E
*-"
~ ,^
07
JJ
4) y
Jrf 4)
ig »j
a 4)
3
3 •
C 13 W
4) 4) U
0< JJ J=
^*i ffl
X -H (N
o a.-
•a
1 4) •
•-« JJ C
X U 0
o o> •-«
X JJ
• 1) Ifl
~* a -4
3 P X
0 P O
V) Ud ^4J
0 0
JJ
3 nf U
.Q CD .C
>. 



a






0

•H
JJ
•H
C
•rj
Oi
C
fl
3
0)
2^

1 ^
5



















•o
a a 11
3 3 JJ
« u
W Ul 41
O U X

c 
jj
n 3J
. vO -O
-« T3 4)
3 •-! JJ JJ
o a. w u
^H tt3 W 4)
« 41 uj •
^-» • u o M
•- 1 tj W U
•a n 3 •» £
ro N y r»
41 •-• y • v
C6 'O 0 -H IN










a






o

4)

^4
jj
•^
C
2
fl
3
a
a 
i '"" *
3
0
1 "^
W

>^
^4
01
*
T3
^J
*o
fl
w
c^
1)
«

1)
Jj
U4
rQ •
-o §
01 -t
w 1:
at -a
X -4
0) X

Q °
4
Jj
3
03
i m

o


























t
e
0
jj
y
3
•o
4)
m
|
ir»
GO

^s
*O — ^
js rtj '
0 ^ 



M






Cb


•o
y
•*"'".

y
••4
U
>|
3
a
03 IN

^
5



















C
T3 0
4) ••«
^J ^J
M (Q
1) tJ
X --*
0
^j
P 1*4
P 0
1*4 U)

»•
5 ?!
0 w
«J 4)
4j
5- ^



1

o
o
m



a






0


•o
• H
y


y
Ui
>t
JJ
3
CO
2-

o
m



•a
11
JJ
'tl
i,^
«


_g*

•o •
4) C
fl 0
U O^
Ul ^
3
03
1

^^
^ ^



















jj •-<
,
3
0)
1

w
^





















e


13
4)

41
X
U
O
Q
0 •
Ul
V0 £

-4 (N



1

o
in
(N



jj






J




41
JJ
§ S
•x O
u y
-H 3
Ifl -H
U U
CB °
£ ^
i
__^
3
jj
0

^w i

0)

TJ
3

W
"O
V
JJ
'Q
>
•H
JJ
y

a
8
c
0

*O 0
11 "4.
01 4J
^J ^J

-------
5
p
u
e


















M
AJ
C
3-
(Q Q
3J ^^
£ tn
CJ
— i ••*
ITJ 4J
U ITJ
 a
0 ***
"o <
c
•• 0
Ul --t
01 TJ
CJ U
0 ••«
a. -I
C V)
o 10
••4 <-l
4J U
ITJ
Li — 1
C U
0) -H
j e
C 41
0 ^
0 U
















H-l
4)
X








tf>

^
flj
5




TJ
*T
*4
O

CO
*"*
3
Cn
41
as

>J C
TJ 0)
3 3 •
JJ ~l Ll
w *c 5
Uri M CJ
° TJ
C 41
0 *J 4)
•H to a,
4J ITJ >«
a x e*
o >»u
Is s
CO fr*



jQ


""
s If is 3 s ;s s 3 ;s 5 ; _


















*
0
•H
4j
CJ
3
TJ
4)
Ll
<*
0
s
o


B <*
a o



























$£
7^
3 o

52
^
Ch
01
TJ

•C
41
TJ
-H
ITJ

0

Q
W
CJ
1 ^
a (*i
*"*
















]-*•». .' ' T

; *j vi
T3 i TJ ijj
2
w
01
•a

>^
X]

TJ •
Treate
lagoon





•
§
^j
CJ
TJ
01
W
o
o
i
o








M

Cu

01
TJ

JT
1)
TJ

2

0
4J
0
Li
U
u
TJ 0
1



01 Ui
.2 -
S 0>

> -6
-i 3
0) —
u CA
Comple
vated





•
0
Jj
u
3
TJ
01
W
o#
0
O
1
m








M

i.

0>
TJ

r^
01
TJ

TJ
C
0

o
^
u
i T i in
a ^| a <->









c
 0
^ -4
roplete
nsumpt
0 0
CJ U
1

o

••*



3










4)
C



i
i









"o
o 
w U
> i
CJ J
1 ,0
a <*i
i r«
£M ^^
f
(— ^
y)

TJ
01 •

Activa
proces
c
o
e -u
O fl
TJ
^J fl
41 U
(0 O>
 0
i' ! * i


01
I

VI

TJ
41
oj in
Activa
proces:
..
a
8
a e
0 0
•H
TJ 4J
4) ITJ
M TJ
XI Ll •

C 4) .C
0 TJ
•*NI Q |^
4J' •-< \
CJ J3 Q
4^-8
41 o
W 7>
41 g
a* 4J
v£ ITJ O








a

3


4)
C
O
c
ITJ
X
0)
Si
0

u
^,
US O
I 03



41
CP
TJ
3

UJ

TJ
41 •
4J V)
Activa
proces
c
o
••4
C *•>
0 fl
TJ
TJ 
Oi U i/l








0.

3

01
C
0
c
ITJ
4J
c
01
0,
0
— 1
o
>,
CJ
t CT> 1 I O
a <-i d tr
1 ^
' ™









c
0
•-I
e jj
0 fl
^
TJ IT]
S £
|Q 0)
*1 W
C -H J=
O XI
• •H CJ1
jJ u-i X.
O 0 Q

TJ 41 0
41 -u
^ (Q ^H
w a
o«« Q •
in o <*>
 O -M








0,

3





41
C
41
*^
>» —4
JS O

4) >i
• •4 ^^
Q U
1 -H
03 TT
1
1
'A
^
r-
5
(^t £
\ €
a 5
M 0
01 I*
01 0
CO -4
>0

u
41
4J
0)
TJ
4J

1
(N
^^
1
O
— 1



M

CJ
Cb

1
3
j3
fll
•H
jjj
4J
••H
Q
i a
^^ c«
* rt3
(N iJ
1 (N
Si rr
^3


















































,*-*p-^^( -^ ,T— i -^ j r-i ^-i r-f
                                        E-32.

-------
•o
0>

c
o
o
w





















_-^
M
^^
u
c

fl 0)
4) "—
kj
e< «
y
r-l "4
fl 4J
O <0
•H J=
cr a,
0 •*
>-i *+
0 <
•M
a
.. o
CO -H
U 4J
4) 1
*n
3
*>
M
^4
0

ca
4J
1
0)
a.





u
H c
•3 41
3 3 •
4J *H k|
CO H CJ
° t3
e a>
O 4J tt)
•H en a,
*J 10 >
a x t<
••<

o >.y
10 -O 41
i) 3 a
a 4J >,
OT H



jQ
^H
iff
"*)
y

(U
(U
JS



* .
0

5\
o
.-^





















>,
u
o
*J
!a
•>4
£
•H
>
^
4J
x;
a«
•H
»H
C/}

!

o
o
r«
-^


3




O







*—«
0
.4J
•«
a
^•^
3
a 1
« H
i *
•i I

i
^N.
o
1
1
I















kl
41
4J
VM

XI

•3 •
oi e
(Treat
layoo






•
c
0
•*4
jj
y
s
•o
V
u
of
0
O
^-1
1
o


•u
u
1 ^
2 '
i
i
—
!'•- •
^j v)
y vi
03 01
y
•3 o
01 -
x a
•H
S 41
J1
>. -3
-I 3
01 -i
-J V)
01
-J "3
a, o)
e -u
0 fl
CJ >






•
0
Jj
y
3
TJ
0)
u
9*
O
0
^•1
1
in
(Ji







M




JH


01
Jj
fl
4J
OJ
y

««
>

4J
U
i "3
i »
»«^
i
lo
ju-l
1



4)
3-
•3

^^
V)

•o
41 •
Jj V)
fl VI
> 4)
•H y
*j 0
y u
< a.






.
0
.j
y
3
•o
0)
kl
0*
o
o
rH
1
in
a>

•n i'ri
m J2 4J
0 ^ **
* iT
— o
a ^ o
O "w fN O
a 0 ^r ^


M




Cb


0)
iJ
Itl
«J
01
y

»•*
>.

^
u
i ^ i
i *
ht f

•o
lin




CJ
31
•3
3
^^
V)

13
a
•U V)
fl M
> 41
••* CJ
4J 0
^s,






*
0
•*^
iJ
u

T3
4)
ki
*
0
o

1
in
ffi

'O S.V1
19 2 a
0 ^ *-
-1 x^
5 o
§ o
,
kl
y- • -'
<

p-^
>.

4J
U
1 =
3 "*
,
!o
iO

i
, y
•^
XI
0
k,
01
u

>l
XI

•3
o; c
4J 0
fl 0
4» (T
ki IQ
H -I






,
§
•^
4J
U
3
•3
4)
U
0*
8

i
0
0>







»-•




Cb

01
4J
<0
<-^
>.
kl
y

—<
X

tj
M
1 ^
2 *

1
1 — '
1
~^ -~
•J -1
•3 i)

:T3 0
, 0) ki
X i
••*
s oi
&
>• 'O
-* 3
0) — •
-/ V)
01
~t 73
a. 4)
S 4J
0 <0
o >






•
0
•^
*J
y
3
"3
u
df
O
O
*^
I
in
&







<->




Cb

0)
4J
10
rH
>.
kl
y

«*
>

.u
u
, 0
2^


3




5)
3>
"3
3
•H
M

fl
0)
JJ V)
10 U)
> V
3 8
y n
•c a,
<—
0
c -u
0 ifl
•u
<3 rg
4) ki
W cj»
rg 4)
*S u
^ . t*f
0 2 ^
•H tT
-J *M >N
y o a
•3 4» u
4) *J
W 10 c<
W £
ao - r-
• Q •
O O -"
• u
_ >1
-J —1
u o
1 ~*
a * ,
**

o
.1




1)
^1
•3

^H
i/)

"3
U
4-> (/)
<0 il
> u
--. y
4J 0
y u
< a






.
0
• •^
_J
y

•o
4)
h
«*
0
O
*-«
i
in
en

^ S^*1
* * *j
o 5 «-
-i >
— o
Q "-1 0
O ** 
X
01
-: u
« -j
>. fl
jz ^^
^j >.
U *4
i y
fN .13
i ^
S """
**4

_
—


-J
• •4
j
3
u
4)
fl

>,


•3
V -
*J 0
ffl C
4) CT>
L, rg
6" -"







0
•W
^J
y
3
"0
01 '
ki
of
O
o
-H
1
o
<3\







PH




Cb


1
i-4
>
X
01
-= u
~l ~>
>. 13

f >.
ii w
| M
i w
rsj -g
-^
a *


-
Jj
«

-------
I
0
u
u



















••*
M
.U
eatmen
(B)
logical Tr
liphatics
0 <
03
C
cess:
catio
0 -H
W UJ
CU •-.
CO
c oi
0 *0
•«* I-H
<0
U — I
c u
u s
C 01
O .C
CJ CJ
















VM










tn
01
8





^
TJ
CO
0
Results


:N e
TJ 41
3 3 •
U -H U
<*£ *
(M M CJ
0 TJ
C 4)
0 JJ 01
•l
a 26 6-
•H
o >»o
tfl *O tt
rt| 3 U4
a *j >»
w H


J3
^

c
^* -
4J 







ction.
3
TJ
0)
0
O
1
in
en






M




fc
1
P^
>,
X
01
-C 01

>t fl3
^ ^
*J ^
U h
1 O
O4 « O
TJ 0 >*•.
N if
— • co in
X *H
0 TT
>i V)
3 JS V
O JJ
^-1 
2 ^


' -JM

1
?
— <
3
TJ

3

^ *•
a o
<-> TJ
•H
O X
Z 0



u
4)
JJ
fl •
TJ 0
U fl
4) TJ
X •-<
U X
a °
o ^

ss ^


o
1
1











.
en

•=
^§
04
C
T3
4)
Ul
3
04
O
Uri
O
1"
CO
04

i.
a,
o
04








j




0)
c
• H
^4
01
u

^
o
o
2S


c

1













Ul
01

*
xerted
a
>u in
0 s-
af
CO  4)
•H y
4J O
y u
< a







0
TJ
0)
W
a*
O
0
I
in
\
TJ >M
"" ^ 0
Q -1 3
O >*- 04 O
CO 0 TJ- -.



^^




&.






1)
2
fl

•^
^
=
^
C


5
(













^
41
vu

TJ
01
4J
01
X
a
o •
tn
5* W
s PJ

1
o
o



Q




O






01
^
•3

^
'U
=
n
i v5


s



' —
' 0)
^
u
H3

^,
TJ •
Treate
lagoon







c
o
•J
TJ
01
0
CM






. t




i.






0)

fl

-*
3"


i ^

'


i
r -;
^ "J
J
** W
X 2*

0
>. TJ
"3 —
u m
Comple
vated







3
ol
W
o
o
Ul
en






^-




Cb






Oj

fl
•u

it

tn
2^
i





"C
•J
"i
u
^
^
^,
TJ •
Treate
lagoon







3
1
of
O
1
O











*


1
0

^
W OJ
u — *

*^ kri
""* 4J
>t -N
= =
^
25


—
-
~
*j
^
. _












































                                    E-34

-------



















^^
fH
"*
JJ
c
01
s~
10 ffl
-* 01 —
•o i-
01 t" «
3 y
l(contin
ological
Aliphati
1 —4
Cd fi
« S
i_] •• 0
m w •*
< W JJ
H oi m

2 £
0. •-)
c n
O fl
"Ij U
jj n
c y
01 •*«
c §
35











































X
3
jj
W


C
0
•H
JJ
a
y
(0


£









•fl

144
0)








M
JJ
C
01


o
u





•o
3
jj
M
wj
O
(0
JJ
•H
3
cn
0)
K

^
C
01

~H W
c JT
M U
T)
Of
vi a
<9 X
2 fr.
x«
•o 



.


03
1 M
3 —
OJ 1)
^4 VI

§
£ C
• -« -rt
X V)
t3 01 =
S.S 8
x JJ cr
fl ifl
^ C ^H
0
-H •* IW
(M Jj 0








c
0
•H
JJ
y
"8
>*
^
*
CO ^j.
(- «N

a
a

0

jj
**4
fl
*^
01
Jj
u
01
X
V
Q
0 '-fl
vO !N

§
a

o
in


a


° i


^
•^
y
f£

y
-H
3
•g
— i
^
2°

'2
i















w
01
 y
^ /o

1
o a

o§
fN ui


w





1
••H

JJ
,Q. Oi
^* jj
-. ig
«kJ 
•H JJ

IJ
TJ
4) ^
N it •
••» JJ S
•0 W 0
•<^ Of "4
X X *J
0 U "3
xa-^
"•« O x
8" °
— 1 U- li.
C/J 0 C

f
a

8



a


o


i
—
.„*
^4
3

5 D
— .^
"J W

00
2 "

r 	















^
•i-
0 f
fN
JJ
fl 0
Jj
tf)
oi a
cn -3
1 „
-• -O

-------
r 	





















E-1 (continued)
Biological Treatment (]
: Aliphatics (B)
a c
•J **0
2 in •-«
V) JJ
6-1 41 fl
O U
O •-<
Q. •->
CO
C en
0 fl
JJ O
fl
Li — I
JJ fl
C O
4) •-•
0 E
C U
O -C
CJ U









u-l
a









w
jj
c
41
5
0
O



Results of Study

vj
H c
"O 01
3 3 •
JJ ~-l W
Ul «-i fl
Hi w O
0 -o
C 41
0 JJ 4)
.-. Ul O,
JJ fl >i
Q. S fi
•H

u >»o
(fl -O V
41 3 ft
« e<



-Q
,
fl
41
" U
fl .
0
Z


§

















in
"8
•H
LI
/*!
Toxic for oxidation pt
up to 72 hrs.


i
a,

o
o
in


Q




0

0)
—H
•H
Li
Jj
C
4j
|
&
I.. .. ___;_.
b —
1


I















02 uptake inhibited.


a
a

0
in


Q
















01
.
«» "O
(N
,
^*
-i 41
§|
"U — ^
a 3
M M
£ 2
i ;

















U
^
fl
•o
41
Li
41
X
0)
I.
>w V)
Q >
fl











i
c
o ic :S •= s -
.v r

i •















C
"4
jj
Li
01
X
01
a
8
0
of in
r»











1














4)
JJ
•o
4)
JJ
Li
41
X
4)
a
8 .
UJ (fl
0 >.
* •u











1 1


0


^•4
>,
Li
3

41
£ "
3 fl
T3 -•
0 3















I 02 uptake inhibited.














O

_
^
M
JJ
V
X?
Z 41-
-* >. Ll
T3 4) 3
0 -• fl
.0 o e-
^, ^j, ^,, ^. ^
a aoj 23 CDI 2 -01 a ® ' a "^
1
0

0
VM
— i
3
10
01
a jj
e -• 2
3 >> !fl
-.£.-.
SIK
o




•o

o. -
OTUUPJ,
, -0 . r»
i -,-,
a
2°
i ^ M

! • ' 2 •' *:














c
• «4
J=
JJ
02 uptake inhibited wi
24 hrs.
',2* ' 3













a
4J O
3 S- u-
-a o
Cliumical was oxidized
very slowly. 12.8% of
exerted after 144 hrs
oxidation.


2







Q*

o
o
n


Q




j


O
•H

,•4
O-
o •
Thiogly
Acid
CO
i60


0





fH
0
fl
Li
1
a •—
I •*• '


3

In I
!








>. U)
13 u
•O "
0 uptake was inhibite
chemical for up to 144
of oxidation.


1


o
in


o




o






fl 1
3
w
8
G"> O
i, 3 i ^
13
41
jj
fl
.2
jj
U
Q
ii
97.7% reduction based
rate of biodegradation
27 rag COD/g hr.











1








i

I 0 uptake inhibited.

^
a

A
O
rsi
1 ^


^

















'






!



ii

3
f^
>.
5 o
a y
-• >•





1

-------
                   0)
                   IX
                                                                                                                                   0
                                                                                                                                   •J
                  en
                  c
                  01
      JJ
      e
      Oi
                      •a
                       (U
 C
o
u
Cd
u
      v
      u
         CO
                  3
                  CO
a

<
                               a.
     (0 JJ
     (U «
     u u
     0 •-•
     kl IU
     a •"
        w
     s w
     O "3
     *
     U CH
     c u
     35

>,
•o
3
_)
W

-------


























«•*
M
*~
vj
3
*c
T? 2
U M
0) £•• -~»
i _H
•1 (fl
JJ y aj
S-.U
0 & C.
•j o ••*
*~ ^ £
-4 o 2
U CO
3 .. §
33 VI •«
f< U) JJ
f* 0) rO
CJ U
O — '
W ^t
a, -4
c v>
0 TJ
•»4 -^
jj CJ

U — 1
C U
01 — <
U S
C 01
0 —
0 0














01
OS










Cfl
T^
c
MP
€
o
CJ







TJ
y
en
U-l
O

jj
— *
«1
01
x




w
>j c
"B 3 •
JJ r^ hi
CO *** fl
c —

0 TJ
C Ol
O JJ 01
•** CO CU
JJ It) >.
C, 3C 6-
o >>u
tn TJ 0)
0) 3 CU
Q JJ >.
V) f«



J


U
e
01
JS
CJ
fl •
0


oo






01
TJ
3
V)

TJ
01 •
jJ VI
(Q Ul
> 4)
'* CJ
vW 0
u w
< a,
e
0
•H
C JJ
0 fl
TJ
*O fl
0* h,

it) 0)
c — • •
0 JO W
••4  CJ -4












a.



3




Ol
TJ
•4
1
-
Jj
I)
O
,
y^


CO






Ol
TJ
3
V)

TJ
01 •
JJ VI
fl Ul
> 01
•H O
jJ 0
U hi
< a,
,%
a
o
CJ

c c
0 0
TJ *J
01 tj
V) TJ •
J3 W j3

C Ol !y
OMB -S_
TJ :s
••^ 0 O
jj •-. O
CJ J3 CJ
3
T3 >JJ CTi
Oi 0 S

01 1*1
«>• Jj •
m rtj — <












a.



3

1
C

jj
0!
0 -
Q
-
£ TJ
a. •-

C_) (N


co






Ol

^
V)

TJ
01 •
JJ VI
<0 VI
> V

U hi
< 0,
e
0
••4
C -J
0 t)
T)
01 hi
V) O>
|Q 01
C •-• £.
a a
•*4 (^
u o a
3 O
TJ « U
41 JJ
^ fl CP
W g

in •• -^
• a •
p» O r«
CA CJ (N












0.



3

U

0
N
c
1)
0

3-2

1
o «


3






O)
T?
3
V)

T!
« •
JJ V)
nj ai
> n
.-i y
vW 0
u u
< 0.
c
0
••4
tr jj
0 fl
*o
"S 2
«1 B*
it) Ol
O 5 J=

U 0 X
3 0
TJ 0) O
11 JJ CJ
0^ G
in •«
(^ O °
en CJ f*












a.



3

y
,fj
0

2
u
J
0

c -n
i 'J
0 <
i
CJ T


00






1)
an
TJ
3
SI

TJ
0) •
JJ VI
it) en
> Ol
-H a
•*J 0
U hi
< a,
c
0
•M
c •>•>
0 TJ
T)
T3 *9
Ol hi
i/) CP
•t) 0)
0 J3

y o a
TJ « CJ
OJ JJ
hi It) 0>
hi S

 V
•-» u
jj o
y hi
< a,
c
0

C JJ
0 
Jj
U
g . . .
•^
0
0
c:
|
i
S
1
CJ O


CO






01

3
VI

TJ
4) •
JJ V)
it! VI
> V

y hi
< a
c
0
•H
e jj
0 it)
TJ
^3 (Q
01 U
W t?
^fh;
§ J3 ^
•H en
u o a
3 0
TJ H CJ
Ol JJ
u i"3 ?
«*

si 8 ^'












a.



3

01
C
^
•3-
r~4
0
0
Mf
1
1
0
1
Or,


33






11
T5

V)

TJ
01 •
JJ VI
iq in
> 01

U hi
< a
c
0

C J->
0 iC
TJ
•ss
in en
j|
C —I •
O J3 W
•H JS
CJ 0 ^^
*6 a) a
a> jj o
'M TJ CJ
d^p ^
r» •• S
• a
r- o o
0> O (N












a,



3

0)
2
*J
3
^
0
0
2
1
1
1
CJ as


2

1


i
1
jj
TJ

VI

TJ

jj
it)

H
JJ
y

c
0
•H
e jJ
0 fl
TJ
U hi
v> cn
it) 01
*t
S "4 •
0 «O W
•*^ £
O O 0»
5 N
•O 4) O
ri^ rn
L/^ *• 9
^ O ^
c« 0 ^












a.



3







Ol
C
**
3
i
CJ &
H4


Cf>



1
3
E
^
-a vi
c S
0 0
JJ 0
fl TJ
TJ 3
fl 01
hi VI
en a
V
1%
•H (0
CQ -u


•
cn
*4
ff*
in
^4
C
.,-1
c
o
reducti

*
o
o


1
a.
CJ
o o
0 0
in o




>H



3







01
^2
•H
5
I O
CJ -•



^«l
^
3
«
jj
C
0
y

























































E-38

-------
w
    I
    <0
•u   y M
C  -H 0)
0   an C
O   O "*

















••^0
















^
'U
3


vu
O
C
0
•H
^
o,
•H
U
M
^






il



U
a







in
^
S
e
5
CJ






•o
3
W
0

in
3
W)
5



c
0)
3 •
— 1 U
C •£•
M O
•u
4)
« a.
.0 >
z *•
f°l
3
10
•*H

V
~
u
1 •


00
o
^















ou
3
£4
0
IM
T3
Oi
•H
a
£
c
•H
4) 01
Jrf ^
 0
O 1-
< a










•
0
•H
4J
U
•o
01


•*
o
^3
fl*

vO
^



Q


U
Cb

4)
H
*u
*«4
N
C
01
03
I •-«
J
1
1 CM
o
•^
1


















.
tJ
4)
la
J2
c
•H
4)
^
 X ••*
* 4) X
> 0
o a
•H O  V
"4 O
•u o
u w
< a

e
0
•H
e .u
o 
* e
CM .. ""
. a  01
•H CJ
•U O
a s,

c
o
C JJ
0 fl
tJ
^3 fl
01 W

<0 01
Jj ^J *
0 ^
e •- J=
0 U
•H 51
^J (^J ^^
000
•o a) cj
^ 4^
w « ep
M S
CN •<* f"*»
§•
2








cu


=
1
c
0
0

J= 0)
o c
1 -H
0 -i
03
U ^

•^
00




i)

•a
"in
•o
0) •
•U U)
10 tn
> 4)
3 8
U M
•« a

c
0
•H
C J->
0 "3
T3
"S 2
in a<
>0 0)
C «H U
0 J3 £

!;£
4) -^ O
ki 10
* ..
• Q l-
vo O •
<3\ O in








a.


=
i
'c
2
0

A 0)
CJ C
1 ••*
a ~*
i -^
o

«q
cc




^
-^
1
tn
•a
 01
•H U
U 0
U U
< a.

l%
a
8

c c
0 0
•O JJ
0) <0
tn ^ •
w w
4) 0 S
U
0) m
s» •" •
a* M ^








eu


=
c
's
"o
*0
f?
4J
0>

a
1 °
,-M
CJ
1-t

^^
CC




0)
^
3
in
•0
0) •
W V)
 0)
•i U
u 0
U >M
< a
a
o
o
c
0
c
•o o
01 -4J CT>
° *
in 4) f»

VO 10 CM
O^ W *H








a.


=
i
o>
g 

• c
fN <0
i JN
U
1— ^



^_
^
"
••
^^















































2
01 •*
tn w
0) «3

85
a. -H
   03
c tn
    J  U
    10
    U  -H
    JJ  >0
    c  u
    01  -^
    u  S
    C  41

    cSS
                                                 E-39

-------
 3
 C
•H
JJ


§
y
a
2
      c
      0)
~*   0)
TJ   £
 ij   f.  -.
 fl
 y «>
.-< 01
 ..  o
 OT  -H
 M  JJ
 0)  fl
 y  u
 o  •-*
 ki    -i
    CO
 c  w
 O  fl
••H  ^-1
JJ  O
 fl
 U  —I
JJ  fl
 c  u
 0)  -1
        5







































5N
•O
3
jJ


c;
0
Or
•H
U
u
2





A







t


.
 (j)
•M y
jj o

C
0

C JJ
O fl
•O fl
01 U
(0 91
fl 41
jjj TJ *
0 W
£• **^ ^7
O *3
•** cn
u o a

0) JJ
W fl Cn
u g
40
m •- \fl
. a .
vO O  4)
•-« 0
JJ 0
y u
< a
e
0
•H
e JJ
0 fl
TJ
TJ fl
41 W
W CP
fl 4)
jQ TJ
0 "
C -H W
O «Q J»
••«
y o x
3 a
TJ 41 O
o» jj a
W *T)
M cn
5
*«
o* a





a.




3


1

^
j^
jj
4)
g 4)
•H C
a •-•
i -^
V -H
- C
r*l fl
1 n
CJ (N


rf— *
3



0)
CT
TJ
3
I/]
TJ
4) •
JJ U)
fl Ml
> 01
•H y
jj 0
y u
< a,
c
0
•-*
C JJ
0 fl
0) U

TJ V
jQ *O
O *
§*H W
•Q «C

y o x
3 a
TJ 4) O
a> jj 0
U fl
k4 CJ^
*• g
m -
• a co
p» p •
cn O cn





a,




3






|
4)
C 0)
4i e
—1 -H
^ S
-C fl

W T?
1 *
(J rsi


CO
o















>
U 1
0 0
jj "^
•H J3
•H >,
S, -•
C 5 •
.-( O TJ
— i 01
13 tn N
0} •**
J M TJ
0 fl "»
(0 0
JJ
01 3 >»
j< j3 —
fl -H
JJ JJ fl
a u y
3 4) •-»
iu cn
(M IU 0
O 4» -^
i
a,
o
o
in


a




o

4)

•H

-. .
c
41
o
3
••H
Cn

(N
1 ^^
a  4)
M *H £
4) JJ 4J
TJ y fl
J fl 41
0 w
a.  jj








•
c
0

JJ
3
TJ
4)
W

g0
cn
•
?l
£
a
"1
CO
1-1


M




3

41
C

^4
*H
C
4
0
w
-iJ
•*4
z

0
1 v5
O rsi


3







/
u
& a
CN S
1 jg
O 0
M J
o> u
0> 0
W , X JJ
1-4 4) fl
> TJ
0 Q ••*
»t O X
u) f- o
I
o
0
m


a




o




4)
TJ

T)
fl
J*J
C
0)
a.
i _
a (N


r*
^




















* -^
r* g
0) fl
JS "*

1 O
o S


— » i
3 ;
•


i
7*
TJ
3
tfl
T!
4)

fl CO
> 0)
.-. y
jj o
y v«
<< a

a
o
u

e
0
TJ
01
U)
fl
^Q



JJ
y
TJ
4)


O





a.




3



1
01
C
41
>, 41
C C
0) •-
•^ €
a. ID
1 -M
e TJ
i — i
U «-i


— t !
GO


(
a

TJ t
3
aj
TJ
41
jj tn
IT) CO
> 01
-* y
JJ 0
y >-
< a

Q
p
o

0
TJ
41
tn
fl
^


•H
JJ
y
TJ
4)
^4

n





Q.




3



1
0)
C
01
>. 4)
C C
4) ••*
£i £
a. fl
i •—
0 TJ
1 (N
0 m
•

—1
—



u
CP
T3
3
M |
TJ
4)
JJ U)
fl (Q
> 4)
3 8
U k-
< a

a
o
o

§
TJ
01
M
fl
.a



j^
y
3
TJ
4)


of
O
CO





CM




3




0)
C
41

5 .3


1 -t
a TJ

6 £



~
z
z
=
3























|
































i


                                                             E-40

-------
 C
 C
 0
 u
cu
J
a
 fl
 0)
 u

^0

 TJ
 U  cn
.-•  4)
 0 <
•H
a

   c
 •• o
m "*

01 iq
O U
o •-«
     C  tfl
     0  "0

     3  a

     W  —I
     w  io
     c  u

     u  "s

     O  JS
     U'U
•1—



























>,
T3
3
4J
Crt


c
0

J.I
a.
u
to
Q



.c







VI
c
a;
g
8



T3
3
VI

0
U)
*J
^
I
u
Q+






w
c
0)
3 •
*H U
14- fO
S £.
M U
11
a i
Z t«
>,o
•a a
a a
u >.
01 t-


1
^
•0
0
•^
c
JT
U

« .
o
z
° '^ '— ' ~
\ \ ~Z










,
•o
V

•H
•#^
C
•*4

(A
'U
J=
O
M
c
"l
s
•H
4J
U
•o
0)
w

of
o
o

e
a

o
0
m



M



3


I
0
"u
•^ 0)
u c
(•4 '^
1 *+
^0 **^
- C
' 0
(N W
1 '"^
U
>™*








tJ
(U
•-4
."5
^
.5
jj
o
c
01
TJ
^J
a
3


-------
     JJ
     c
     0>
     s
     «J
     in  -.
-^   oi  Q
TJ   Li  —
 0)   &<
 3      in
 e   -j  o

jj   y  *j
 c   "4  *n



*"   "o  <
Cd

LL)
U-J
01
CS








































>i
3

to
U-l

c
0
••4
0.
u
M


jC

















in
+j
c
01
1
3






>,
•o

JJ
en


c !5 o - |4 ;S ;i 2 '
i ^ :i : < ' 5
















5

jj
fl
M
01
fl

U4
0

in

£
(N
U
0
VM

y

X
0

0,

o
o
m


a


o




i

>• 0)
1 S
1 N
y c

8 .a
i
a -+
















0
• •^
±J
fl
^4
01
(^

(M
o

en
M
*
,
f^

TJ
N
C
0)
m
i
Q r>


i)
^
^
3
-4
(fl

TJ
Ol •
.u en
 ° >
JJ -4 Q
3 CJ
*Q Hu
0) 0 tT
>4 S
0)

^^ ^3 ^^
ffi U >^






0.


=,

0)
•o
>,
Jw

*o
N
JJ
U
-3 % 'J
y 'J





-i TJ 0
^
w
4)
ffl

>
j

•a •
01 C




Vrf
"D
«j
**^
^
»
T3 C
01 0
4J — •
Ll JJ
0) fl
x tj
X
g °
64 
X 2.
••^
£ 01
^
> tJ
-* 3
U *^
^ ^)
01
a. 









•
c
0

o
3
•0
U

00
o
o
,-4
1
in
&






M


Cb






OJ
1
2
01
03
















0)
^
1 (Q
•*4 Ll
4J 4J
3 W
^ VH
C 3 0
0) cn
?> rt
^N ^4 W
X O £
0
S M
>*•* fl r*
0 M
CT1 U
a> « •
m w jj c
TJ- 0) VW 0
' 1 M
1 0
i O

T3











i -
1
Ll "* HJ
.c r» y
\ m •-<
CM g
O <•« 0)
£
8 -H U
C^ fl
Q« (J 6
••^ oL
^ s o<
^2 O
M-» CJ O
0 m
4) a u
j< a. a
• O, (0 -4 ,' -3 VM

I ^3 *Q ^| ^^ ^i ^4
rr 4) 4) TJ
V N TJ —»
3 «C
W \.
• ••« "O X  0)
y u
< a,









•
c
0

jj
y
•o
4)
u

g0
o
0

1
m

IM JJ
U
14 0)
0 X
VM 0)

•o a
4) O
N f«
X JC
o *
(N V
^ vO ^
1-4 — 1
J -
0 w LI
-4 Ll 41
W JS ^
a
0,

o
o
in
J
>-*















a

•
w e
0 0
IM --H
4j
TJ fl
4) TJ
JJ --4
•-• X
J 0
• •4
"5 0
••4
U)
4) U
j^ «C
'Q
jj ^i
a. n
c c
0) 0
N IM
C -H
0> 3
CD CO
1 I Cli 1 -.
O r-. C cO Q cr>
H* « 1-4
Q ~
Q -I
^
0
••4
^

zene
c
0>
a
1 -N
Q -,














M ( ,
        C
     ••  o
     in  -H
     in  j-i
     0)  fl

     8^
     U  VM
     a.  •"•
        in
     c  in
     o  *o
     ••4  ^4
     •u  O

     U  >-4
     4-1  ^0
     c  y

     y  'g
     c  o>

     8€
                                                             E-42

-------
•o
 0)
 3
 C
jj
fl —>
oi a

e
   en
.-• u

u
JJ
c  •»*
o  o>

3  5 u
7  o<
M











































>1
•o
3
<»
Cfl
vu

C
0
• •4
JJ
a
u
M
_r
A










.•
fl


OI
a:










a»
jj
e
O1
2
<3






>,
•o
3
jJ
Cfl

*M
o

Cfl

(fl

tf





C
3 •

<*4 a
c -c
« o
•a
S3
** S
M a
« >•
2 E"
>y
•O 41
3 a


^•4
(9
CJ
•H
£
U
«C
U



0
z

X


















.*
a
o
o
c c
0 O

•^ JJ
41 4
(fl -U •
fl fl Iri
-a u .c

C 41 *
o -5 >
•H 0 a
jj •* O
0 13 CJ

"O Hw CT>
CO 0 5
CD in
0* JJ •
CT* fl CO
cn u co





Q.


3
• H
U
(^

u

0'
N
C
0)
03


a -
*"* 1

O
i





V
3
fl
(fl

^
01 •
JJ Cfl
fl Cfl
> o>
u w
< a










c
0
•H
JJ
U
T3
0)


O

1
in
C*
* -Til

9 " °
O ** 0
jj '•*
••4 X
J3 0

JM **J
C 0
(fl
CU W
J< J=
fl
a v
3 -*

PSI 0
O JJ
a
a

§
m


a


o
renel
>•
a

c

03
1
^
«
m


a 2
^^

M4

















e.
0

JJ
fl
01
fl

U4
0

(A
)^
^g

(
0
«-(
u

X
0

a

o
o
m


a


o

»H
^
JJ..
3 01
03 C
1 01
JJ M
V4 C
01 «
^J ^J


' OJ
a — i
i-t

11
























•
•o
OJ
4j
••4
J
•H

•r
•H
01

fl
a
3

OJ
o
|
a
o
fi


CO


o


1"^
uri
c-

k*
0

jj
CJ


a -4
**

j

i

s
^
-2 en
5 o
•-• E
*J 0
fl 'O
TJ 3
fl U •
w cn cfl
T a a
41 .-<
•n jj o
0 C 0)
*H fl a
03 JJ (fl



•

O
o

a

o
o
(N


a


J
01
01
N
C
0)
^J
0
w
0

^
CJ


I 0
"

3



















a
3

0 0
IW —
jj
•O fl
41 T3
JJ •-•
•t X
A 0

M *M
e o
•H
Cfl
0) U
.* £
fl
a T


f« 0
0 JJ
1

o
o
in


a


o
i
••4
a
i
in
. 41
T C
- 0)
CM W
W >,
-< a


aS
*^

Z






.
•j>
,»j
^
O 41
(N e
| C
a o
M y
01 W
01 O




•
'J)
*^

CO
CN

C
.*4

C
o
Jj
li
-o
0)

«*
o
o

1

o
o
(N


a


J
i
0

0
^•4 41
-C C
U CU
•-* M
a c
1 0)



1 (N
a 

1*
o
o

1
a

o
o
(N


a.


J
i
0

0
•-* 41
,g f»
u S
••4 N
a c
1 01
0 3


a £
M

"^





!
t
^1
^
— i
o 3

' £
a o
w O
41 v,
41 o
Cfl «-



«
Cfl
_£

m
(N

e
••4

gj
0
—1
Jj
3
•u
CU

g^
O
O
•H
1

s
(N


&


J
1
0
kj
0
•-< 01

u o>
•-4 N
a c
i cu
a -


i in
a <*N4
N-

i^
x


*.
3
o



























































S
cq •-»
Cfl JJ
oi fl
U O
o
    c cn
    0 fl
    —4 »-4
    JJ O
    JJ  fl
    c  u
    41 -4
    65
                                               E-43

-------
•o
41
3
0
y
u

























^ ^
1-1
«^

JJ
c
0)
g

fl —
01 a

5- ~
(0
-* y
fl •-
y JJ
•H fl


— » w
O-p
^
•H
a
c
•• o
at ••*
Sfl JJ
01 fl
y y
o •-<
a. -H
CO
c co
O fl
"^ *"*
JJ CJ
fl
w — <
JJ fl
c y
0) -H
y E
OW M CJ
o .^
C 01
o jj o)
•« ui a.
jj « >»
aJjt e-
•H

y >y
CO T) 4)
M 3 U4
W 6*



j3
••^
fl
y
— 1
e
01
a


fl .
o
z

*«*
«
3
0
3
C
jj
C
0
y

O
jj

T? *
V C
jj o
y ~»
0) JJ
•f-l rg

3 01

in

j^
01
jj
M-J
fl
_,
•H
Jj
C


e
0

±J
y
3
TJ
4* •
U CO
0 fl
Z T3

I
£



a





0J


1 U
0 -«
W JJ
0 4)
'-i y
y >.
•-< X
Q 0
1 C T)
V 01 ••«
• jc y

•-« X
a o
1 C 13
- j= y


a H y
4) hi
o) o
M 
0 0 •«
r-{ U O
j= a <
u >
•-* x y
a o -H
1 C C
"* 01 0
- £ -H
. c
•G ••*
4J *^3
1-2
•-* y
O fl
1 N

M

^y





















c
u 0
01 -t
jj ^j
 01
x: c
U *O
E -••*
••< u
a y
i fl
O N
•* c

r* j3

a m
—

co






il
51
•a
^3

iO

n
01 •
jj cn
fl CO
> 4)
^J 0
y L<
< a
d
O
CJ

c
o

^
cn
Tj
J3

C
0
•H
^
y
3
•o
4)


O







a.





U



1 -O
0 ••«
i- y
jj <
c u
•^ ••*
Q 0
1 N
in e
» 01


i «
l~l

3






1)
cn
"O
a
^H
J3

*O
4) •
JJ CO
fl CO
> 01
•* y
*J 0
y v.
< a
•
*••
01
3

LU
>^rf
01
e
•f^

4)

^
fl
^J
y
01

01
•o

Q
2

1
Oc
0



a




u

Eb


1
0
4J
C 01
•H C
a oi
/ 3
• 0


1 "^*J
a rn
M

O






3J
01
•3
3
**4
Cfl

13
Oi •
jj cn
fl V)
> 01
xJ 0
y u
< a











•
s
0
•H
JJ
y

T3


CO
CD
r^
10 fi
•* a



3





a



|
0
•M
C 4)
•« C
cO o)
I 3
*. "°


1 f"O
O r"i
M

i



1


01

•o
3
*^
CO

T3
01 '
•u co
fl co
> 4)
•H y
JJ 0
y n
< a








c
0

JJ
y

•D
01
M

a»
O
0

(
c*
>v»
J ^ **
O "* O
O >" IN O
03 O V -«



M





b.



41
01
N
1
(••*
£
^J
cu

^ *
O m
H-t

*"*





1

























•
c
0

JJ
y
3
*o
4)


•*
0


a,
a
H



0]





3



01
c
01
N
1

£.
^J
U

' rfl
O n
M

-- i

(



"S

fl
u
01


^
J3

•o •
0) C
JJ 0
fl 0
0) O»
U fl








<


^4
Jj
u
3
•o
4)


(^
O
O
-H
1
o
cn






M





Cu



4)
C
V
N
0)
•-*
JC
^J
CJ

c3 S
M

o
— • 1

1
•<*4 1
*rf
•j !
fl
T?
01
X

S 0)
cn
>. -a
-H 3
0) -"
JJ CO
01
a oi

0 fl
CJ >








e
0

jj
y
3
13
01


40
o
o
I
1
m
cn






HI





^j



V
0
N
1
*^
JS
J^J
u

Q (-1
i-t

--.
U
w
w
^
•^
5
cj
"^
































































                                        E-44

-------






















^
M
^^
AJ
e
4)
5-

_ 4) 3
73 hi —
41 &•
3 CD
C "« O
•-( * •-«
4J 0 JJ
o 0 O
0_^
, <
1
u •
u c
J •• O
Sen •!*
(0 4J
a> -H
c ,
Jj
4J
U
es

kO
y^







•
tf>
Aj
C
0 41
 hi
4) 0
V} . N U
= C w
1 CJ •-<
V JO C
1 -H
O T

J
2
"





















"o

U)
£

 •

iu O
u  1
>» U 0)
r* i^ f^
j-i U ••
0> 01 hi
X C u
1 01 ••«
. h, U
.£ H3 —
0) 0) hi
r = -
1 4) •-•
n N c
i m
a . W 0)
J« "Q ^^
you
z c *j
1 CJ •-.
 C
JJ 0
>a o
V CT
U IQ






c
0

4J
^
T3
4)

O

I
O






^





i


1
—4
j:
o> =

>. -5
w U
y >
x. s.
Q rr

_
3





V
•3
r
•^
in

•a
0) •
4J M
fQ in
> 4)
••« u
iJ o
u u
< a
a
8

c e
0 0
T3 iJ
4) fl
in -a
(Q 'Q
•0 W *
cr w
S 4) Si
0 T3
*^ 0 'y
^ -^4 **S»
M jj C2
o> o
w ^
01 S
^ i^ C
<* h, -





a.








i
N
C
a
0 -3
u >,
'*4 i)
Z -3

E fl
2'

_
cs





:j_
•3
3
^
W

T3

^
fQ
.>
^j
o
Q
8

c c
O 0
^ 4J
4) 
••* 0 Q
*J .H O
CJ J3 U
1 0 I
hi
4i a

C* h, -I





cu





3

, ^
*t! ^*
g z "3
"5 ^
0 , N
u 4> C
3; •§ 5
2 — -*
1 &J w
0 ^ «
i ,->.

_
T*.
"^
5
~

£
•j JJ
-i1
3
M^
m

•3
y •

•3 '-ft
> 0
••< CJ

U U
I*
o
8

c =
0 0
TJ u
4) iQ
tn 73

-------



_^
•o
01
3
C
.*4
«J

5
y
i
u

CcJ
u
2
e-















jj
c
iQ —
oi a
& ""
(0
^ o
IQ •-•
U 4J
•-* |Q
|§
"o <
•*4
03
**
e
•• o
tn -H
U) JJ
01 iQ
y u
O --i
Ll UJ
tn
c *
i y -< jj w
1 ^
•o




















c
o
reducti

0P
0
o

J3
a
in
r-


en


3



0)
e
0)
N
C
H
0
u
jj
.^
Z

i  iQ
••* ^
JJ -H
U JJ JJ
IQ 01
u e
01 <4 JJ
^3 fl
3 C 01
o g u
a .a jj








c
o
••H
JJ
y
3
13
01
O
•
vO
^

v|
a.
a.
o
in


,_,


3



01
C
01
N
c •
01
J3
0
w
jj
.•^
Z
01 0>
u tn

1 "
•5 5

x in
IQ 01 a
6 * 8
>« JJ Cn

01 W
a •»
3 -•

 0)
--• y
jj o
y w
< c.
a
8
c
0
c
•o o
01 •-«
tn jj
fQ ifl
|Q
e u
o ^n *
••< 01 W
ts^^
3:3^
01 a
W ^M O
0 0
•»
^ 01 CT
• jj g
rn (Q
ON u r-





a.


3

y

'o
N
C

•Q
0
JJ
• H T3
Z -t
i y
S <

I .* 1 PM i 1 m
2 L*O O i/l
O u*>
1 |
Q in
' ~*
i i T3 ^

U
^
a
i-H
in

13
D •
jj tn
IQ (fl
> 01
•5 8
U W
< a
a
8
c
0
c
"0 0
o> ••*
in -w
5 13
e w •
0 en u
•H 01 £
y 0 en
3 ••* \
TJ ja a
o> p
u^8
40 0^
T o» S

fH iQ O
en w  01
jj* 0
U b
< a

£3
8

c c
0 0

^ u
0< iQ
(/> -U •
(Q n ^
J3 W J=
en
c o> a<
0 "S >
••< o a
jj -H o
y J3 o
•a >M CP
01 0 E
1
S, °

"1
—«
Cfl

"8 •
JJ 0)
IQ CQ
> 01
•-< y
jj o
U w
< a

;
C i-<
0 «8
•o
•O fl
01 K

iQ 01
§5 J
•* JT
JJ U.I
y o o>
13 a a
y jv o
w « 0
u 3* en
01 r-,ai - S
Of JJ . . . Q
rsi IQ cn 1 a O •*
C^ 1*4 '^ i Cft (^ ^^





0.


3

y

0
N
.jj . -•
01
J3
0
u
jj
... -0
z •-»
i y
2. <





a


3

01
C
0
3
«^
0
Jjj
0
•J
••^
z
1
S
1

0)

01 •
jj en
iq tn
> 0)
•H y
•u O
y ^
< a

o
8

e c
0 0

•O JJ
01 iQ
w -a •
IQ |Q lM
J3 w jC
C Oi en
0 "S >
•- i O Q
jj •* O
y xi a
•a <« en
01 o a
u
oi in
^ jj •
CO IQ  u m





a.


3

01 O
c z
0) 0)
3 3
— i — (
0 0
«J JJ
0 0
w w
jj «J
••* -»4
Z Z
1 1
o a
y i ?

IB —











->
01
•3 jj
O *4J
N IQ
y oxidi
xerted
-H 0>

0 O
^H O
en 6-
1
0
o
in


a


o


01
c
•H
Ui
0
3
C
0
V*
—I
3J

fl

^
A
01 C
jj 0
,Q 0
01 en
^ iQ
&• -









0
JJ
\ reduc
o
in
i
o






!_,


Ch




11
13

^
cu
T3
1^
iQ
M
-»H ' ttj
z i-
















































' i iii
i in i ^o
Q vj-i
O in
M JHH
i ^
a in

i a i en
C u*i Oi ^t

1—1 ; •* i
E-46

-------

 4>

 e
 o
 u
2
2
 fl  —
 01  a
 ki  »-

    in
<-*  o
 fl  •
 u



I
 o
•H
09


 ..  o
 W -4
U)  JJ
41
     Oi •-«
         in
     c  tn
     O  fl
     jj  fl
     c  u
     0) ••*
£






























»













>
•o
t/J



c
0

a
•*4
kl
U
a















tn
JJ
C
41
|
o
u






^
•o
3
cn

*M
0
tn

^•4
3
tn
41
IX






C
41
3 •
*44 fl
C -C
M CJ
•o
01

M a.
fl >
2 e-

xu
1 &
4V >
ca e-



n
**





<•*
u
•>4
s
01
CJ
fl .


o
z
n «• CN '0 i-

— 1





















cn
c -
•-* e
u o
3 -4
"0 4J
fl
0) 41
JJ fl
••4
^ 144
•H 0
C (A
•H M

4)

fl CN
jj
a M
s in
w

^D ^4
1
o
o
in



a



0



i

^
^J
4) 
0) r^ 'M
*J vO 0

< O or*
1
a
.
^

vO fl
.

•3
5 c
fl 0
01 (T
ki «
&• -*









•
e
o

u
3
13

u

of
0
0^
1
o








M

i

o



|
c

b

O


1
i— ( I
>. r+
X 3

41
Scoi

-t N fl
•a = c
0 41 0
cn -3 <*4
1 . -a
Ot ^^
U V)
01
-t -a
0. 4)
£ u
0 fl
CJ >








,
c
0

o
3
•o
1>
u

if
0
o
— 1
1
in
0







w



u.







0)
3 i ^
u | u

^
sn
•
.2
o S

O ^

I
i •"* t •

*J tf
•o fl a
01













JJ V)
tn ki
U 4) £
•- * -*
144 fl ^*
JJ CN
9> a,
C 3 4J
~4 in
kl JJ W
3 J= -H
T3 CJi >44
t«^
o in o
§**4 •
>. e
in u ki o
S 41 41 •-•
0 > J-> JJ
U iu fl
- fl W
CM in 4) 4)
O ki ki fl
£ 4)
0 .C <«
2 m JJ 0
&
a.
o
0
in



o



o

1
fl 4)
k| g
•U 4)
4) N
6- c
in £
- 0
T ki
- 0


M •
01 C
^ 2
fl O
41 O1
U fl
6- -i









*
c
o

o
3
^J
4)
V4

If
o
c^
1
o
r-







M



1.







4)
01
3
2
I CO 1 --o
01 --<
J-> U)
0<
^ 7
Qj (JJ
§*J
(Q
CJ >








.
C
0

u
3
T3
41
U

if
O
O
r"4
1
in
 w

W **4
0

0 •
T3 u- C
4) 0
JjJ ^ **4
•-I 4) *J
JS N fl
js -a -t
S -H X
•H X 0
0
4) 144
.* >. 0
fl -t
jj jj tn
a. s. ki
3 3> £

(M -4 ^"
o tn CN
1
a
o
o
m



a

s
y
^^





















1

























0







cu

-------
•o
4)


e
o
u
 I
a

a


2
Biological Treatment (I)
: Aromatics (O)
Concentration Process:
Chemical Classification


Uj
41
K
Oi
JJ
S
41
8
>
•o
4J
W

,
3f S-
>o
1&
5?
b
Chemical
H) .
O
Z
v
~4
.-4

0.53-0.65g of 02 used per g
of substrate added after 72
hrs of oxidation.
1
a,
0
a
o
Toluene
1 (N
Q r~
v£
0
^H

48. 3% of TOD exerted after
72 hrs of oxidation.
1
S
m
a
0
Toluene
I m
Q p>
PH
in
&
Survey of 2 municipal
wastewater treatment
plants.
1.0-10.0 ppb effluent cone.
ja
ft
o
in
r-t
09
l-l
U
«
Cu
Toluene
i «•
O r»
H4
0
in
Activated sludge
process.
95-: 1OO% reduction.
ia§
0 0
,-! »*>
O «J «J JJ
03 O "0 «-
K-l
b,
4)
CU
3
-*
5
1 U^
C P-
*-*
,-N
iy
to
I
y
0
o

•9
e
•*
c
0
'eductJ

o
o

I
o
o
CM
a.
j
1,2,3-Trichlo-
robenzene
i r»
a r^
*-4
&
M3

va
vO
CO W 71
• coiiunent
0
0
IN
a
41
41
0]

(0
JS
vO
V
C
••<
0
-eductj

g

o
0

W

01
JS
O
in
c
•H
3
-eductj

o
0

1
a
0
o
(N
a.
j
1,3,5-Trichlo-
robenzene
i O
a co
t*
u"> u-i O
— . — . _
-, _ _

99% reduction in 16.5 days.
!
m
r^
o
^-*
O
k^
2,4. 5-Trichlo-
rophenoxypro-
pionic Acid
i —•
a so
w
Subjected to continuous
aeration.
50% reduction in 14 days.
1
a.
r^
m
a
J
2,4,6-Trichlo-
rophenoxy-
dcetic Acid
1 tN
a so
»-<

50-84% reduction in 3-14 hrs.
1
o
0
»*
M
J
(2,6,6-Trini-
tro toluene
1 n
o a
M-^
^
O
4



i
1
                                        E-48

-------An error occurred while trying to OCR this image.

-------




•o
0)
3
C
•"<
^J
^
0
u
1
M
U
33
2
C"













C
0)
B
Ifl
0)
u
-5

fl
U U)
•-< U
If
0 id
33
C
•• O
!/) iJ
01 «J
U «-l
a. -i
Ul
c tn
O "J
*J U
u >-«
C 0
41 •-(
U g
= 01
0 ^=
0 U



























>,
•o
3
cn



C
o

^J
0.
U
Cll

£



•
V
a








to
c
01
••
U
•o
3
cn

0
n
~
tn
*



c
a
3 •
— i U
*« «J
C JS
NH U
T3
a)
4J 0)
,
X £-
5-0
*rt 41
M 1
)
-H
.^
oi
0
6
z
^
m


O
o
^



0)
•a
3
.H
 
in
35
'H JS -U
O ? **^
^^ /^
Q - §
Q Ul (N O
CO 0 T -*



M




h
-•
0*
w u
P, ^
0 £
U) -J
i
U "^

T3
i)
W
01


-Q
"8 c
a o

o
r~









M





-^
a.
0
u w
II
M ^J
i -^
^
o
*^



•O I)
01 O*
x -a
— « 3
g -"
tn
01 0) •
JJ .U (fl
01 fl 'Jl
•H > 01
Q.-^ U
E jj 0
0 « u
O flJ Cu


t
g
0
••4
u
3
T3

-------
      « —

      U  10
     e*  c
 g   '"°
 0    g.p


f    0 S

 ft!   03
3
2









































>1
•o
3
JJ
M



C
0
JJ
a
w
y
M

5



.c






*

.
4)










cn


e
g
CJ




s*»
•o
3
*^
CO

VM
O
01
jj
^
3
(0
2





JJ
e
4)
3 •
-H U
*w 4|
C £
M CJ
•o
41
•U 4)
«A
U|
2 £*
•0°«
3 * ^L
«£



f^

y

S
JS
CJ
.
o
z
"
vfl

"i Jj
5* 5
u e
•i S
c a
3 41
S b
JJ
r*t
14
144 4)
O w

> J to*
4) 4) JJ
> jj e
U 01 19
3 Ifl -H
w j a











e
0
4J
y
3
•o

tf
o
0


0^
•
1
v J3

o a




u
*
b.



a

0

i
Q
U
a
&. ^
"
/

**





a

4)
•o

O

£
c u
J8 2
U JJ
IQ 4)
CJ 6-
i *
M
^
i£






•
C/l
^
c
^ *

1 S
&. 0
M y
4) 0
w *«

•









c
0
JJ
y
3
U

40
o
o
"*


Jjj
a

t^
r*




U
«
&.
.


g
0

0
w
0

CJ
cL «

in
^
1





*
cn
^
c
-4 *

1 jg
b, 0
M y
v 0
CO «->



•
y
e
o
u

jj
c
4>
3
144
1*4
41
a
a

^P
•
*^

o
v£>
1
V ^3
. Q,
o a




CJ

ft.
i
0

0
-^
JJ
y
•* 4)
a c
•^ £
-H 4)
ft. "

01
vO






•
CO
^J
c

€
t §
b. 5
M y
4) W
41 0
M J
e
4)
3

IM
4)

jUj
a
a
0

i
o

CM
1

O
5
f
0
,— t




CJ

oT



4)
C* 
•«. *^
4J 4) •
y jj jj

> 4)

4) JJ *J
 <« 4)
$ , u
a bi jj







•
c
0

.u
y
3
•o
a>
^
*
»
^
^

v|
^
a
a
in
O
CO
^^





•D

0
^4
Jj
y
• H
W 4) '
H C
| fQ
^ 5
^ 4)
- 0
<-• u
ft. f"
M
^
O






•
to
4J
c
_ 4)
fi
| g
b. O
w y
4) IH
4) 0
W «-











g
0
JJ
y
3
•O
V

jf
o
o
"^


ij3
a

03
r»




CJ

bT



0
•^4 4)
^0 C

y >,
'•4 £
U JJ
&- 0)
ft. «


rj




























0
••4
JJ
y
T3
4)


^»
0^
^

A
a
a
5^
f«|
CM




U
«
b.



0
U «
0 C
^ V
y >.

M JJ
f- 4)
i*

LI







•
i/5
^J
C
-* 41

| Q
b. 3
M U
4) t4
4) 0
W <*4











C
0
JJ
y
3
•o
41
M

40
0
O




a
a

03




O
*
'•"
•n
•<•*
w
0
jg
CJ

•5,
c

^2



™
^J
Q
U




























































..  o
M  -^
(0  JJ
4)  <0
     t4 
-------
 4)
 3

 C
•-4
 JJ


 O
 y
u
       c
       4)
4)
b

   a

TJ
u tn
       0
      **  41
       0  X
      ••  o
      m •-<
      ca jj
      41  
•o
Jjj
c/>
4W

CS










U)

c
4)

S
Q
/)







fc^
Tl
\J



>
X **
txo
II

I
y
S
4)
O
(0 .
O
01
O

O
 41
•^ O
 3 V)
41 41 JJ
> JJ C
b 91 10
3 fl -*
W 3 O*







•
y
0
y
c
4)
rl
*M
4)
•Q
•^4
0,

^0
**
Q.
a

(N


M



U
Cu
§
Cadmi
o «
-£" 5















-o
41
JJ
•H
a
•H
<£
c

a
Q.

O
1
4)
. 3 to
4) t) JJ
> JJ C
b M fl
C/3 3 Q<



I
y
3
•a
41
b
0*
CO
1 •
fN ^3
(N 4)
41
•H
^
y
>o

j


i

n















.
y
c
0
y

^
(Q '
g
"S a,
•H O
XI O

c c

4) JJ
§
V)
0
u
jj
.^
z

**J
0

>.
"O
3

.
^j
jj
3
0

O*

^
y
I

0
13
•o
J< , 4)
iO u jj
JJ 0) — <
a -j xi
3 ^ ,*^J
•J M
CM U C
O 7>|M
O
0
O
o
v i
-i a


3



O

§
V"
b b
6 ~
I
M
in
0
i
00

o


03
fN  4)

VjJ Q
y b
< a











•
5
••4
U
•a
4)
b

jp
\f\
r>
&
a
o
pi


3



a

b
8,
a
S
1
0 cn
M







t
(fl

C
4)

1 g
O O
i-* y

4) b
4) O
w >«
at
c
0

JJ
y
3

41
b
£
l
^

•
|

4>

£
y

£,
a>
JW ^^
^ .
^ €
(0 b £|



a



a.


41
a
8-
a
1 O
o -«
M




.
J)
JJ
c

CO g

6 o
M y

4) b
41 0
C/1 Ma
_g
jj
3
0
b
CP

— 1
*0
u
••4
y
"o
X)
•a
41

f^
3
E

JJ
on
1
o
1
vn
,
jj
4J
3
0
b
er

f^
y
•H
^^
0
•H
XI
^
4)
•H
j2
•H
JS
C
M
XI
1
m
i
0



0)



j

b
41
1
1 —i
O -•
M



4)

T9
3

m

T3
41 •
JJ (fl
10  4)
•H y
jj 0
y b
< a











1 3
-
C

u
1













.
y

O
y

J^
fl '
s
•u a
41 QJ
•-• O
XI O
• •** *^
S
•H
JJ
U
•o
41
b

if
in
*"*
8,
a.
o



a



o.
CJ*
b
41
a
a
8
o -«
1-4
"s c
•H IQ
4) JJ
<0 b
JJ 4)
a -u
3 ftj
41
(M b
0 
-------
0
y
u
u

2
1 . 1



















^•^
^
-™*'
JJ
c
OJ
3
2
&* ""^
_ s
fl
0 tn
•** r-^
^  a.
a 3: e-
O >»^
SIS,
w £

J^
^
(O
CJ

g
01




"5 •
O
Z
y\
O
— i













U
c
0
u

jj
(Q •
•a a.
oi a.

.-• o
-O 0
c c
•-« fl
J=
CU JJ
J^
rg M
jj 01
a, jj
3 iQ
Of
(N 1-
o cr>
o
0
I O
o o* s
• o a.
o -i a



3


O






- ^K^
m
C-f
0 0)
W U-
l-l »-

1 ^*
O-1

^ .T^T*?1 ^^"^173^1 33,
- .- .- - " - ~ '- - •- -
1 i — '
; i • , §











'

i
.


! - i "j ', *~
i ' ™ , T* i
3 • ; 3
vi j tn • | — tn '-.
^
M
-, ^
'7 i
•J 3
— J


i











o

u
3
"0
0)


00
r»i
00
l-s
^ "ifl
JJ
r^ fl











5
>»4
JJ
U
3
"0
01
w

00
(N
vA
8,5
a, u
3 e
vfl ^ 0
• 0 u
O M •-<



a


Cu
U







i) u
0 3
tn ^
jj
*
C3 i
0 1
i U

11 0
tn *4
! 5 ~
i— 3





tj
U
4j
• •4
"c
• *4
D

(Q
JJ
a
3


3
w 3
C '"
—i
0 -
JJ U
fl .-.
-i T
3 0
£ —
•H O

3
u
71

^N
"3
U

^>
3
"o


T3
D
^
iq
^i
3
a Si s

0 ^
Z 0
S:
o
in
i



to


j








C ,"3 ^
0 | 13
w 1 'J
M J

,-Q
01

.^4
JJ
tn
0
in
i
«N 1.
^
^J
3
3
w
C1

1J
0

5
"o
j
•o

jj
• •4
f>
•^
£

1-1
i
a
o
0
i
o



tn






at
i '•" , -1 i J>














T3
(JJ
4J
3
r
c
• H
0)

fl
Jj
a.
3

CS
0
c
a.
0



tn


j



D
in (a
CJ ^ 5J
c ' "c.
-a -a
^ i ^
•• ^
•a
£
i
i in i 43 i r*
0 1 w ••« U •""

I -33
o -*
••
i"0 m ^ '"^
-j « i 1
> 0)


"4 O
jj 3
U W
1-1 U

01 W

11

^
u

o
•O (N
01 1
o> 5 "
c o o f
fl w « §•
w Ui O U4



a


a.






-4 .^
3 3 11 I 41
- 1 U X . -X
** t "*
TJ 111)


1 J*
^ ^*^
£ 1 31
'•J I U
» •-<
z
1
Z
-I 7)
•0 !/)
> 0)
— < y
JJ 0
y w









< a.









.
0
y
3
"8
w

00
(N
^
1
CO

§.
a.
o
i



a


a.
U





r— 4
0)

U
••<
Z
t












































1 O j 1 -• i 1 
-------
•a
4)
3
C
0
CJ
  o
fl
u en
    sl
    01 4J
    4i ,
3
to
ltd

C
0
JJ
a
u
Cfl

j:








«

.
^
^
en

o

tfl
Arf

VI
01
X




nfluent
har.
<-> CJ
TJ
4)
4J 4)
in Q,
|Q >>
3 H
.^o
IS,
iJ >.
1
^
•0
CJ
g

^
Cj

1 .
0
z
^
^v






0)
TJ
3
^H
U)

TJ
4) •
ftj U)
> 41
•H O
*J O
5 2,










t
c
0
• «4
reduct

40
O
PI
1
0
p»
fN


a



*i
CJ



^
4)

U
>^
Z
1 J">
*^
un
"M






0)
TJ
3
**H
tf)

"S •
AJ in
> 4)
•** CJ
CJ W
< a










4
e
0
••4
reduct

H
CO
(N
1
a.
o
— t


a



a.




^^
43'

U
•4
Z
CJ JN
"*
^.
•N








•
U)
JJ
C
CO 2
CJ 0
»H O
4) W
4) 0
W in
C
0
••*
._,
JQ
2 .
C £
••4 ^
w 0
0 u
C
0 -t
•* 19
*J CJ
fl •*
Jj -H
ca ja

0 ««-
Z 0
a
a.
0
i
if>


w



J


s
3
'2
C
o

^
U)
CJ  4)
2 8
CJ W
< a,










t
c
0
•*^
reduct

00
^
CO
&
a
o



3



a






o
c
'•^
N
1 CO
~
:N
!^J


f





•
«
«J
^
vn *>
cj 5
M CJ
4) U
4) 0
C
0
Jl
u
3
TJ
4)
^4

*
CJ^
i
o
,
W
g
••4
U
a.
c

"•
0
. *«4
reduct
tment.
<9
* 41

-i u
I
0,
fS


a



a,
U





o

•r*
N
O
CJ "1
**





















>,
^
fl
•^
.4
o.
M
•-•
I""
5
••^
reduct
Unent.
•0
«* 41

— 1 -U
1
O




















„
^4








.
•A

C
CO =
y o
i-> 0
4) W
41 0
,
T>
01
.^J
jQ
^
e
• H
JZ

I

en

U
en
0

0

03
O
§ a
a a


en



j



_


y

>»H
N
w
""^
l
m






at
/a
3

(0

TJ
.U U)
iTJ U)
> 41
•-» U
-w 0
CJ U
< a










.
**
0
••4
reduct

0*
O

&
a
•
o


Q



a.
CJ





CJ
c
•«^
N
r, (N
o l")
*"*
,,
O
"*





















„
TS
41'
.^4
^}
^
e
,^f
4)
Jl!
a.
3

(S
O
&
a.
i^


en



j






u
c
••^
N
CJ «
N^
O
w**






11
^
2
^^
U)

TJ
41 •
jj in
> 4)
•H CJ
jj 0
U U
< 0.













,,,J
reduct

^
p^
u"i
&
a.
p-
m
n


3



X






CJ
e
• H
N
I ^
O ^
M


_
o

^
™
0
o

















































                                        E-54

-------
3
C
c
0
u
u


2

























^M^
H^
*™r
4J
C
0)
3-
S 2
-* -a
y a
Is
— I 4)
0 fl.
•«<
ess: |
ation
u y
0 •*
W *W
0, .-I
c M
0 fl
••4 *H
fl
1-1 ,-4
4«) (Q
c u
0) -4
y e
- 41
0 £
0 U











41
K




*







(/)

^
5
C
C
g
U



^*
*w
3
M

0
01
^
~4
3
en
2



H c
•O 4»
3 3 •

in IM nj
C JZ


C 4)
O U 4)
•-* co 2,
.W HJ >,
Cu Z E-
••4

U >.u
(rt T3 4)
4) 3 Q.
Q ^ U*
w f-

jQ
.
IT)
y
• •4
41
U
0


(N





















tj
41
^
<0
M
0»
41
T3
^
— (
C
fl
y
'c
0>
in
4J
0







;-,





O








c
•H
u
•o
i ">
"i

Q

cn
4)
•o
^
4J
C
gnif ic
in
4J
o







a





O









1
i irt
H4

0




M
>. tj
.a =
Q
C E
O 0
•i -0
•u 3
a D
13 u)
TJ CU
Lj E/
^ ^ 4
4) C -4
tj fl y
0 *J 4
03 e f






41
."H
1
£,
e
"a
^t
%
u x
& a
• o

^^ ^0



-,





j









CU
a
i &
M























tj
4)
•a
tj
^
O^
4)
^
4J
§
y
'c
Ul
^J
i







_,





o






c
0
c •
•4
N
o
1 00

,
(N





















•U
4)
T3

U

41
•a
j>^
^
e
y
c
in
^j
i







_,





O






c

T3
•H
4)
Q
i a\
M

(N


I


















•u
41
T3

U

41
•o
^
•H
4J
C
y
IM
c
OK
in
4J
0
2







=





0








C
-a
Cd
1 O

t
J.-4


(


























4)
radabl
I

a







3





0








I
£
1 -4
2 •"


•O 0
^
^ Q.I

(N CT1
o c
•H
41 t3
W 41
3 4)
0* U]








— '
ductio
41
00
?;
i
o
00

,— I



M





Ch





4)

••4
U 4)
ja c
1- «S
4) U
z O
1 C"l



"*




















•o
41
•O
it)

Qf
4)
•o
^
jJ

-------
T3
(U
3
C
C
0
y




















^*
M
^^

^J
I
*j A
fl T
01 —
ological Tr
Pesticides
•-4
03
•• 0
U) -H
M JJ
0) fl
y u
0 ••*
W *M
a •-<
to
C 01
O fl
U o
fl
Vi -H
JJ fl
c y
U £
C V
0 JS,
CJ U















U-l
01




























V!
TJ
M



e
0
AJ
a
•H
y
U)
«)
Q




JS








f








(fl

C



0



^
TV
•1
g
U]
O
M
Result!

c
0)
3 •
>— i Li
C JS
i-i CJ
TJ
0)
4J 0)
«> a.
fl >4
3 f«

>.w
^3 W
3 fli
u >•
to £•




^•t
fl
y
H
01

'J


0
_
fN
















Tj'
0)
•o
(O
w
0^
0)
TJ
2
c
t significa
0






3







O





1
JS
•W
fl
*^
fl
*
in
i — i
M
04 -H fN

_«
c
vO *
c

T O
M y
0 u
d) 0
W tJ








0)
•H
1
<*4J
fl
e
s
CO
fN
o,
o0*?
vn o
fN ••*


3







J





§
^J
^J
rtj
^H
(fl
z

1 -H
2
(N


























0)
rH
J3
fl
-o
fl
M
o<
0)
•H
03






3







O







-Q
0)
C
rg
r

i —•
2
*








M
C
^ I


"5 0
M y
o» *
01 0
CO 


3







J





0
~« 2
>, 
^
M
Z






3







O





c
0
"t £

J= fl
•u u
11 fl
r a.

i -4
T
04
01








(fl
C
01
s

n o
M y
0) hi
0) 0
CO 'u








0)
•-4
1
fl
c
••4
s
fN

cV
m



3







J





0
•H
^J
fl
^4
fl
o.
o
r fN
n
_,
fN
















•0

TJ
fl
Vi
^
0)
TJ
jj
^
t significa
0






3







0 '





o"
_2
^
fl
^
fl
04

1 fN
2
_
O4
















•
0)
T3
fl
]^
CP
0)
T3
U
c
t significa
o
1
S
m

in



3







O


1
0
w
O
i^
U -t
fl O
•w C
C 0)
0) JS
a, a
fN
1 fN
2
fN
w








(0
_
0*
§

r: o
M y
0) M
flj 0
10 K-l








0)
.p4
JS
e
'a
o
£
CJ 0
o o
fN — (


3







O





u -
3
X
0
a
0

a.

1 fN
2
_ t
fN
















•a
01
TJ

^4
CJ1
0)
TJ
XJ
C
t significa
_^
2j



04

m
-«4


3 I
3
3























>itigradable
o -Z
z , a






-3







0

0)
4J
fl
-H £
>. Q,
J= 'VI
4J 0
0) -C
fl O4
>-i 0
•U W
0) >•
f- fl.

1 fN
M






3







O






01
•*4
c
fl
J=
6"
m
1 fN
M




















•
TJ

0)
TJ
JJ
J=
O>
3
1
o

•H


3







0
1
0 I
~i V
£ y
y fl
n x TJ
t- o ••*
i c y
in oi <
- £

' 0 •"
fN Vl 4J

» fN
"3
—
-*j
—
o
y
0
*"*
TJ •
01 C
ij n
"^ w
y ••*
01 4^
•n fl
is

0)

,
U X TJ
6- 0 -H
i c y
m 01 <
- j=
«r O, o
. 0 •-*
04 W JJ

1 fN

•*
^
C
0
y
*^



















































                                             E-56


-------
    C
    4)

    5
—  «

*O  u «.
41  £



|  s w


I  ll

-»  "o a.
*   •-«
H  ca

u
U-i
41











(1)

tl

O
W






•0
^
*^
C/}

*w
0
M
ii
3
(0
V
K




H c
-O 4J
3 3 •
JJ — I hi
W M-I fl
C £
1*. 1*4 C J
o 'V
e 4)
CJ 4J 4)
•-t aj O.
*J « >
a x *•
u >°
SIS
*«£


jj
J
TJ
CJ
g

(j


o'
z
•
O JJ

* X
i -
1 -
o
cn





















4
CO

•o

m

c
4)
3

•a
«
w
at
4)
3
03
g
a,
m




;3




a.

^
1 O
f*) C
1 41
O £
>« a
O -i

£ £
O 4J
1 4)
V £
i™
*"'
_
CO





1)
cn
•o
3
^4
M

41 •
•W (0
10 CO
> «
'** y
^ 0
u u
< a
• %
a
8
c
0
•0 0
4) -4
U) -U

jQ ^3
nj .
S 1* Wl
O 0^ Jw
-^ a>
*J fl CP
o 3 x


W U«i
0 CT*
^ 6
m v
^ nj .
r* u in







a.




3


1 -4
v 0
1 C
0 V
l-i .C
o a.
— 0
J= kl
CJ .u
I — <

•o
3
-H
co

t»
w •
4J CO
> 4)
•H U
4J 0
U ki
< a









•
0

o
3
•o

w
^
in
i
cn
O
0
fM
1
0 §
m a,
-• a



3




a
"o

A\
£i
a. .
0
0
F-*
o
1

•O 35
t)
e c
0 o
*^4 g
•^ 0
ffl TJ
T3 3
w u) co
CP a D
4) -H
•O jj y
5 C 4)
•H fl a
03 JJ CO



CO*

£
00


C
•H
0
•H
JJ
CJ

'S
^

0
o

E
a
S
~'







•
CO
JJ
c
Ul |
| C
M y
4» Vi
4) 0




M
u
.C
\o
 4)
•H y
•u 0
y w
< a,
,^
a
8
e
0
tJ 0
(1) -«^
W 4J

Q ^J

£ •
a
0
0
•^
0
I
0
ir>
N*

-M
co
i



0)
cn
*o
3
^
ca

•a
41 >
JJ CO
(Q CO
> ->
cn w ^







a,




3
0
c
cu
j:
a
0
M
0
— t
CJ
|
a
i«
**

\£
vfl







•
cn
4J
C
in «
1 e
M y
4) W
4) 0




cn
u
US
^
<*»

c

0
.u
y

•0
4)


I

£
a
o
o
(N



0.




J
-H
0
c
41
.C
9?
0
u
0
^
o
1
a
ion
M

i-™*
CO




41
en

3

(0


^^
135 ' ~




U
CP
•o

— 4
CO

•O -3
41 • 3) •
W tfl
ia ca
> 4)
•H U
•w 0
y M
< a


*«
a
8

c c
0 0
•*<
•o «

Cfl T3
Ja u •
cn w.
S V £

2 •* *^
y J3 Q
3*8
41 0
iH cn
4) S
«• M
cn u m







a.




3





'o
«
41
U
CJ
i
e
1 0
4J CO

-4 y
•u o
y w
< a


Q*
j

c e
0 0
•H
^ AJ
 w
C 4) J=
2^ J
^J -H ^v
O jQ O
^3 tfai (^
ijj (J
W (7)
0? S
IA i^ ^*
cn w m







0,




.?





1-4
0
CO
(U
w
CJ
i
0
1 -1
JX '^
N4 ; f^
C;

—
0
Q



























































5
co

4)
    a, -i


    c co
    o a
    '•0
       
-------






















^^
>-*
*-"
JJ
2
OJ
5
T3
— * 0)

*0 £4 ^f
f - ""
= fl M
"7 y -i
^ -H 0
5 P1 c
g 0 4>
° »-* J=
— 0 0.
>*4 "4

u
cu c
J - 0
3V) — *
VI JJ
r- 0) fl
U U
0 -H
U u-i
0. •*
C V?
0 4
jj a

*s
Jl
*rf
C/3
TJ
O

V)
W
3
4)
£X




jj
N c
TJ 4)
3 3 •
JJ — ( Li
CO *** fl
£• JM
I*J H* CJ
0 -a
C 41
0^/0
•- ( W CL
JJ fQ >*
a s e
•"H

y xO
01 TJ 01
4) 3 QJ
Q JJ >*
(0 f.

«
««
O
.-(
6
0)

a

d
z

3




0)

•o
3
—»
VI

4> •
«J V)
HI VI
> 4)
•H y
jj o
y LI
«e a.
a
8

c
°c
•0 0
4) •-*
VI JJ
J3 'U
<0
C Lj .
0 cn u
•-. 0) jC
JJ TJ
y o w
4) O
;s^
in oi g
• jj
in ITJ in
Cf> w in









a.







^




^
0
a)
u
CJ
1
a
i ^
2

3




0)
CP

y
r+
tn

tJ
0) •
JJ V]
4 ui
> 4)

y u
< 3.

Q
o
CJ
c e
0 0

•n jj
0) Tl
vi -a
*q iq
^ w •
CT* Li
c a» £
0 TJ
•H a en
t) 3 a1
T3^8
4) 0
 V
•-" y
jj o
y u
< a.

a
o
0
c c
0 0

TJ JJ
o) nj
^ tJ LI
(S Lj jC
^
C 0) 0^
O TJ *N^
•*4 0 O
jj •-• O
y ja u
3
TT >4^ Q\
4) 0 g
Li
0* JJ •
co 19 o
.
fl
TJ

m
CJ
• H

4J
ITJ
TJ
LI
Q
••4
CO


1
a

o



3







a

i
0
o
_£
y
a o
1 C
^ J
rsj 2.
I ^^
*

-^







•
en
^j
c
m |
i g
$4 0
1-4 y
4) U
4) 0
W «->


•
co
u

in
(^
c
• *4

Jj
O
y
•u
4)
«*
O
o
~*


I

o
o



M







3

1
0
0
.c
y
a c
1 C
 11
••« y
jj 0
y LI
< c.
a
8

c
0
TJ 0

in jj
jQ TJ
|Q
C Lj •
0 cn w
-i 4) JC
y "S TV
3 "4 \
-u -a Q
41 O
u^o
•* cn
in o> S
• ^
ui dj u^
c^ w ^^









i.







2

1
-
«*f
£.
U
e
^ ^
M« J

r-i 5
(N 1L
I -1
it

3




a

•o
3

f

5 •
^J VI
•B tn
> u
•-< y
 (fl 03
O W CM









&







3

i
^^
**i
0)
e
C 0

«r a
 i'
u o
y LI
< 2*
Q
8

^
0
•a 3
41 .-i
•J) JJ
KJ TJ
t) M
s w jr
O en
•M 0) a<
S3*
•53-8
0)
0 S
m 41 ^o
• 4J •
•» <9 O
ON Ll -.









a.







3
'
,
^—
' *^»
a
s
'a o

^1 J:
^ i
'' "n
V^ '^


^
^
"Hi

-""
^_^






















,


























1
1

1


1




1
E-59

-------



TJ
01
3
a
'i
o
^
-,
w
S
S
&*














Jj
i
fO
4)
ft* ^
^~
^^
10 CO
y ^
•H 0
CP C
o oi
^H *C
o a.
03
C
•• O
CO •*
CO JJ
cu ,
TJ
jj
W

2 O
>y
TJ «
3 a
jj >
CO H


3

 V
•* y
jv o
< a,
a"
8
c
0
e
TJ 0
0) ••*
cn JJ
<0 <0
^ I?
C *-
o o< •
JJ TJ 4=
o 5
TJ la >
o) o
i- «- o
0 0
m oi CP
4 n B








a.




_,

i
rH

jS
jj
g
^ , ^.
a o
I C
O 4)
••N 3<
<*•
£ ~

03



41
0s
TJ
3
••4
CO

TJ
0) *
JJ CO
 01
•H CJ

u i*
< a.
a
8
a
0
c
TJ 0
4) •-«
10 JJ
fl fl
43 TJ •
tj W
C IJ 4=
0 CP
••* 4) cn
y 3 a"
£28
fs?
m o> «r
cn w -*








a.




-3

t

^
-C

' c
_ . ^4
0 Q
1 C
V 4)
PO Q<
,in
s1

CO



41
•n
TJ
3
-H
CO

TJ
0) •
JJ (0
it) 10
> 01
•H O
JJ 0
U h
< a.
a
8
c
0
c
TJ O
4) ••*
CO JJ
re rtj
.0 TJ •
£• b .£
"O C3^
•H 0) CP
JJ TJ X
U 0 Q
3 •-( p
TJ J3 O
or
^ <4-l CP
o a
tf
Q\ (Q ^>4
CO 1* -<








0.




3

1

^
Si
41
g

Q CJ
1 C
vn 4)
^ a,
', vfl
25 ^
p-
^


















&
a.
pj
(N
*i4
co o
i^
3 M
W
4) -C
*9 O
JJ (N
a. ^
3
rsl 01
O JJ
 4)
•H O
JJ 0
U H
< a,

a
8

c c
O 0
••4
TJ JJ
oi H ^^
a o
i c
v ij
J (0
ti co
> 01

*J' 0
CJ W
< a,

Q*
g

c c
0 0

TJ JJ
01 "J
CO 'TJ •
(0 fl U
J3 ki JT
C 41 CP
0 '%>
•H (3 a
jj .M o
y £i o
41 O S
41 in
l^ fl' ^^








cu




3

i»i
0

y
"a
0
^.
jj
•H
Z
1 1
g 2.
1 ^
Si (N

SO



01

TJ
3
—l
CO

TJ
U •
JJ (/}
IQ tn
> 01
•» y
JJ 0
y ki
•c a

a
8

e e
0 0

T3 ^
4) tl
W t3
J3 W *
cn i-
•H O (^
JJ "H *^V
y J3 a
4) 0
W 4, i]
cn w *•*








a,




3


"o
e
o>
"a,
0
u

Z
1
0
1 0
ii r«l
i— »
co
LO
5
M
CJ D
TJ -5
a 3

13 CO
^
-i TJ
Jj (JJ •
y ^J jj
^5 fl C


a> •*-• -u
?o *tj
rtj ^
u








•
0

y
TJ
4)
*
fl?
W«
v|
a.
a
in
fN
— i



M




3

^
"o
C
01
•g,
0
Ll

z
1
0
1 -^

CO







.
01
_)

M 41


X 0
M y

4) W
4) 0








•
§
•f4
jj
y
TJ
D
ul
(J»
v|
Jj
a
a,
in
P~



H4




3

r-l
0
CT
2
"H,
0
^
jj
i
a
1 
-------
























_— ^
M
**
4J
C



^ *
S 8-
2 t- «
J %^
c ^
"I * to
§ "o
3 ys
? o a

flO
3 - §
2 CO ••*
(0 XI
6- . « iq
y y
0 •-<
kl M-l
0, — (
to
C V)
0 TJ
••H — «
xi CJ
13
W -H
Xl iQ
cr y
0) .M
y 6
C 4)
0 J=
CJ CJ-
















vu

a. 3 6-
y >u
CO TJ 4»
4) 3 CU
U xl >»
W {•



&
04
<0
y

g
01

o


o


vO






.
CO
xl
e
* i
t g
*j^ 0
M y

41 ki
0) 0
CO 
0) —
a. a.
t *
« m
o
1




01

"i
f^
to

01 •
xl CO
13 CO
> 4)
•H y
xi 0
y ki
< a.










•
c
0
y
3
TJ
4)
ki
of
1
0


O
O
CN
1
0 §
in Cu
-• a


3




QC*









#^
0

3
^
&

« ^
00







.
cn
^j
c
en I
| g
b£ 0
M y

4) ki
4) 0
M  4)
•H y
xi 0
y u
< a













0
'£
y
s
TJ
4)
^
in
cr>

1
o
o
CN


_,




Eu









^^ .,
0
c -
01
.c
a.
i f"*
«^

— '



y
J3
0
01
 •-( TJ-
•H XI ••*
A iQ
•-« TJ C
C X
•1 0 TJ
41
D >xi xl
j< 0 k,
<9 4)
xi (0 X
3 £ Q
&4 ^* O
O CN H

1
04
O
o
m


Q




O









*4 *
0
c
0)
£
a
I 0
* *
M
CO
co




4)
a*
1

Ul

TJ
4) •
XI Ul
|Q CO
> 4)
**^ y
•W Q
o w
< a




•
y
§
y

XI
e
4)
3

1 £.
a a.
i ^
* ^
o

^^






























c
o
•H
XI
y
1

•*
o

in
•^


a




j


i
f^ FH
XP 0
e c
4) 41
CU J=
a
6 0
3 ki
.-t o

O •£•
tn y
i >fl
£*
(N







.
Ul

^
m i
t B
^ 0
M y

4) kl
41 0




,
(0
kl
^
in
m

C
•H

O
•H
y
3
1
M
o
o


1
a.
o
o
CN


J^




3

1
0

£
y

u -<
t« 0
1 C
in o

^^ G
• 0
CN ki
1 *>
M ^



- 3-
3
-i
0
^






























































E-61

-------
3
3
















^^
M
<*^

JJ
C
S
~
w -»
fr* ^£
a at
U ^"*
•H Q
01 C
O 4J
^ ^s
0 0,

a
e
Process:
»if icatio
V4
c w
O 15
••< i-4
-u O
W — i
e y
4) -H
y e
C 4)
O -C
o a













ai
*





01
C
41

§
Q




^^
fn
•3
^
ca
tu
0
a
**
y
 4)
•HMO,
1 I ff ^-
*• ^i ^*l
_a x H
y >,o
ia ,
u> H


^j
—4
y
•H
6


J=

(N
m
c
•H
O

y
3
*C
4)


00
Q
O


&
a.
o
o
(N


Oi



J
1
0
^"^
y -
**4
H 0
1 C
ul 4)
% £*
":§•
fN W
, P.
« *

^




«]'
2 S

1 g
M> 0
M y
4) kj
01 o
V) «J
(0
^
fl
•o

4^
vfl

a
e
0
y
3
U
41


00
cn


1
a
CO
CO*


a



j
,
0
^
y
W r*
&«- 0
1 C
in 4)
^ ^^
J8-

i ffl
2J "
0















•
01

It
•a
m

c
.*4
4)

fl
•o

U
^
4)

Q
•H
0)

I
a
o
fN


O



X
1
0
j:
y
n -^
f« 0
1 C
vO 4)
« ^^
f a
» 0

INI
{M 0
0 M

1
0
rH






*
S
^J
2
2
e
V

(0
^
Q.
3

cs
0
•_
cu
^^
o
o
in


cn



O
i
^
2
y
U — I
H 0
1 C
10 tl
* £m
v a
• 0

i "
«
vn
|2j










a



J
,
0
2
y
M -I
e- o
1 C
vO 41
* JH
V a
« O

-------
T3
 41
U
      jj

      C
 
     O  "5

     '«J  U
     jj  <
x t*
>»°
18,
•u >
(A H



1
^
 41

w o
u w
< a








.
0
••4
% reduct
00
i
o

&


in


3



ae

i
x
4) 41
•H < — i
s n
JJ £

| ^J
(N 0k
(0 *^
•H ^H
CO >.
i *+
,j
M
O
01





























gradable
41
2
03







3



at




>H

N 41
C JJ

S ^4
^^ fl
s* &
3 £
a a.
1 CM

*"•
O





















o "o
••4 »-i
> 4)
C >
41 41

e
fl fl
e jj
•V4 (T)
gradable
1 system
pm.
41 • 41
JJ JJ
3 iq
ffl -H
i <
i jj
"4 £
a a
i n
J
^
o
^





























gradable
Biode







3



*






4)
JJ
-• . -H

4) JJ
•-4 q
O M
1 T
-3

0
O
•^



•3
0)

13
V.
D
iq
j"

•a •
4) C
JJ 0
iq Q
41 0">
t- -i








t
e
0
% reducL
o
i
o
in







H4



U,


1
X 4>
41 JJ
i— 1 »4
> iq
£» £*
^ ^
4) &
i a.
(N
••* .— 1
a >
i in
j

a
G^



















C
O
•-4
Jj
J3 O

£ tn
e ~t
•H 4)
0 4)
c -i
gradable
cteria a
ppm.
32o
3«8
ffl 0 —







3



ai






4)
r-t JJ
*N (Q
JM '^
•iJ fl
||

a Q.
i ^a
j
•*
"™*
tN




























C
reductio
o
o
JJ
8:
in

» 
0 0

> 41
C >
41 41
M4
C
iq nt
C JJ
•H .q
4) S
r4 41
U
41 . 4)
4J 4J
0 • *0
o ^^
1 fQ
Z £
i JJ
'•^ J5
Q 0.
1 CD

h>4
^^ (
" • 1
1
1




^

*^[
3
U)
T)
4) •
jj tn
iq tn
> 4)
•H U
JJ 0
U U
< O.

Q
8

c c
0 0

^3 JJ
4) ?
"O
3 1
"in
•a
41 •
jj tn
'q tn
> 41
-* U
JJ 0
U M
< a
a
8
c
o
c
T3 0
41 ••«
in JJ
5 -S •
 w CM







0.



3




4)
•a

e
•»4
-4
*tJ
f
jJJ
a.
I O
J **S
^
^
cc
1
1
.
1


il
^
^3
_3
"«
T3
41 •
*j tn
>q tn
> 4)
•4 O
JJ 0
U U
< a
Q
8
c
0
c
T3 o
41 -H
(fl JJ

JJ t5 ^x
u 0 Q
3 •* O
•0 J3 U
41
1)4  W (^







Q.



3



^
• H
U
i^

u
•H
«H
iq
£
•C
0.
1 ^
>J — <
M


T-
3

-J
~
^
U
"•^

















































t


                                                              E-63

-------

















^^
z

«-^
M tn
**"^ y
•H
•U JJ
s i
~ % 'o
-. 00.
i ffl
3 .. §
2tn ~4
in *J
6* 4) fl
OM
_ ^
O ••*
O< ••*
c tn
0 fl
"Z u
fl
W r-4
Jj fl
C U
4) •-«
u e
C 4)
0 JS
U U














































>*
TJ

W


C
o
H
4j
a
**
u
y
»
•o
3
4J
(fl

O
esults
X

JJ
a
41
3 •

u-i fl
C JS
M 5
•o
41
in a,
fl >.
2 H


^O
1 1
en g*



j

"in
y
•^4
Q
0)
.£
CJ


i .
o
z

CO
o














a
^

VI
0
IM

^
VI
O
Jj
J3
•-*
A
••4 •
4
«44 0
O
«1
40 Vj
^H JS
•
t X JJ
*^ 41 fl
> T3
o a •-
S25

1
a.

o
o
tfi


a





0

4)
JJ
41
U
fl
u
3
2
M
C
41
CO

1  41
— y
w O
y *
< a
c
0
•H
e u
0 fl
•a
^3 (^

jj
a<
(S
O







a





o


i
*^ **
> 0

4) 41
H C

' ^
0 -i
a tn

i \f\ {
z

23
—













T3
41

•H
J3 >«
•^ tn o
JS fl
C 3 U
•H JS
Q
0 fr« *
C -H
tn o v.
fl 4)
S *» JJ
01 • fl C
•X Cn 0
fl ^^ ^3 '*^
4J 4) JJ
a. o jj fl
^ *^4
M Q. X X
O 3 4) 0

s-
a

o
o
in


a





o

i
*^
^
JS •
jj 0)
ii §
.-» y
u fl
i W
O JS
— > *J
« C


1 vfl
Z
1

















*44
O Vl
f^
0f
r* v

CM —I
u

0) iu
M fl •
•0 T3 O
•^ 4) ••*
X JJ JJ
0 U fl
01 T3
>. X --J
« 4) X
00°
i-H O >4-l

&
a.

o
o
tn


a





o

i
«M^
^
JS 1-
JJ C •
4) fl
6 N 41

O 41 4}
i jw y
O 1 fl
-H (N Vi
« . JS


1 p*
z

,
CO

' i)

-3
3
tn
•a
4) •
•U '/)
fl ;^n

•M O
JJ 0
y u
< 3<











C
ductio
il
W
3*
co
fN
a
1*

>— 1 V
ri (S>


a





u
Cb


1
f^
^
c
4) QJ
JS C
a-
••< t4
O fl
1 Vl
^ *§,
-• JS

1 CO


• 3

i


'
!













^j
'O

M
41
jj

JS •
z tn
—4 W
JS
V
fl /)
. C X
Vi 3 0
0
W JJ 0 —•
"4 JJ fl
^ J3 y
y js jj cr
•g = •* °
g -^ *H *— *
0) •-» 0
JS U J3 -i
O 0 fl J3

1
a.

0
o
in


a





0



4)
C
1 41
-• W
> JS
JS JJ
^t ^
IS J2
il


i O


—
2

•j
•g
u
i)
fl
_g"
•o
4) S
JJ 0
fl 0
4i en
U ro
6- -3










e
0 '
jj
y
3
41
W
O
1
o







M





Cb




0)

4)
•-4
fl
JS
JJ
13,
•3


1 <-^
r -


-
j
^j
"*^






















































E-64

-------
 CU
0
O
u
u

I

















H« in
»- u
5J E
£ O
^J LI

2 v.
c4 *0
OJ
.— * 1— t
'U CJ
0 3
••* C
£T >
0 -i
-H 0
0 0,
..4
33 ..
c
•• o
en •-<
in 4j
cu «J
o u
0 "H

a. -i
w
c w
0 fl
•*^ ^4
*J U

M —1
r u
0) ••*
u s
C 01
0 J=
0 0










•M
U
££







en
-
g
3
™
.>•
»


•o
VJ

^4J
0
en
^J
•^
3
«n
01
i3«







^J
H c
tJ CU
3 3 •
JJ — l U
CO <« <0

Ifal M U
° T3
C 0>
0 •*•* 0)
•H UJ di
4J 03 >,
Q. 3 t-
U >»y
in "o 11
aj 3 Q,
(A EH
jQ

(0
.u
s
01
U

T3 .
0
^^ J— 1 •**
1 1 ' *—
1
•o
V
X -•
•H 0
E 0

^^ *fl
*— 4 i-H
01
01 01
— ( -J
Oi T3

O 01
CJ ifl



•
f*
0
AJ
u
3
'O
0)


g^
in
cy>
i
m
CO










M




(t,

0)
c
 CU
-• CJ
jj 0
O 1-
«C 2,



•
C
0
£
0
3
TJ
CU


70
in
Q\
1
t/1
CD
^
"Q "TO
S -S **
o ^ ««
o
a ^o
O kU fN O
CQ 0 ^* ^



M




Cb

01
c
-2
2
^
^
"a
^
2
^T

*>

















1





































•'•.'-



                                     E-65

-------
E-66

-------
      C
      o
TJ    y   ui
 01    0)   C
 3    n   Q
 (**    "-•   O
     M  (TJ

      y  o
~    E  ,

3
tn

u-i
o
c
0
J-l
a
u
y
01
<§










Ul

c
V
5
Q
8
jj
CO
tu
0
V)
_^
3
VI
0)
3£



AJ
c

3 •
U-l ITJ
C -C
M U
V
vi a,
2 E-
>,y
*T3 V
3 CU
M X,
Ul 6-1


jQ





fl
y
'e
0)
u

ITJ .
0
i i
Z S
0 113
•-^ 3
aJ -0
1—4 >N
3 .a -H
O> AJ
IT) t3 fl
0 
c
0
'^j
y
3
*Q
.
H M
E- a)
1 (N
M i,
M
C
~
™
J
•*"*











































2
Ul -^
U] U
(U (TJ
y u
o -H
      c
      o
      ItJ
      w
         U
      c
      (U .H
      y  e
      c  
-------An error occurred while trying to OCR this image.

-------
T3
41

C
•H
JJ

O
y
u
2
      §
 y
 4) <->
 S O
Cu —

F-l  10

 y  
     85































•o
JJ
CO
IU
o
c
O
••H
jj
0,
•H
U
U
01
g)
Q


I4_,
cu
cc







01

c
4)

U






•0
JJ
V)
,. ,
o
Ul
JJ
Ul
«


Influent
Char.
4)
JJ 0)
ui a
3 E-
X"
•O 41
3 a
jj x.
CO E*
jQ








«— i
U
• p4
E
4)
J^
O

fl .

0
^1
vfl






u>
jj
c

u 1
M Q
M y
4) M
4) 0
CO 
U T3 H
3 4)
4) CO
M * r-
cn i
* cn E
•O1 1 4)
cn s JJ
4) CO
1 JJ >
E >i 01
4) Ul
ui g 6
>i g -H
Ul -H -H
^4 i
C J= C
o 3 a> o
M 0 ••* '•"•
M J S JJ
g c °.
3. B,r-
cu ar> it
in ^ Oi
cu
o



a.





5
3
H
•4
rtj
0
Cn
r*"J






Ul
J>J
-" g

U E
M Q
M y
4) U
4) 0






1
X.
3
§
•H
JJ
y
3
4)
V^
T>
1
O
m

CO



cu





s
3
H
>J
itj
CD
I vO i r>»
M a
M
M O
M
0
^



















4)
r-t

C
0
y
3 •
^3 C^
D C
U -H
e
<* 4)
CO 4J
r- *O
cn ui
o

3



at



i
H
^^
*4
^i
^
01
ca
1 CO
M (J
^
CT<
f") rn
<7>
<"•» !v
ro i vjO 1 ^o
i J ^^
I




Ul
JJ
*•* a»

U S
M 0
M y
4) u
01 0
1 0)
0 g
*H •-*
£ -4
y x

1-2 §
HJ U -H
\ 01 JJ
3 «-• y
X 3
C 3 -0
0 4)
•H C M
JJ O
O •-! «*
3 JJ 
h- ( CJ
M





Ul
^j
-1 g

O E
M O
HI y
4) U
01 O
w <«





§ 4)
"H S
•H
3 3

0 0
y y
3 3
•o -a
4) 4)
^ u
^1 tff
1/1 un
cn 
a,
a.
o
0





y
u
M
4)
VM
X

0
•H
JJ
y •
3 4)
TJ T3
0) -H

O
* — I
T JS
cn y
a,
a
o
o
m

w



cu




J3
jj
3
g
Ul
H
02
1 0
p-i CJ i-*
M





Ul

^ C

u §
M 0
HI y
4) h
4) 0
W >H





y
•H
U
41
^
•°
O
jj
y •
3 4)
•a -n
4) -H
U >i
o
m us
•T y
43
91
cu
o

to



CU




8
3
H
C
w
fl
O
1 •-*
M O "H
M

I 3
ft



Ul
4J
7s

O E
M 0
M O
4) H
4) 0
CO l
E > ui
0) 01
JJ 4)
W 4> E
> g -H
1/1 •-« —I
^ •
0 3 cn 0
U 0 -H -H
M J S JJ
E E°-
Cu a r»
Qi cn u
in r* Q,
cu
a



cu






^
g
•D

0
1 fN
M CJ i-l
M
0
i y
i
tn

m Jj

o i
M 0
M O
41 U
4) 0
CO «-i






4)
•H
x
3
5
•H
JJ
U
•a
4)

CN
cn
jQ
a,
a,
cn
(N






4)
•H
x,^
*
§
JJ •
y
3
4)

c*
CO
A
a

a


• »
^
•-



£
3
H
c
•5

CJ
I f
hi O -^










































                                                                E-69

-------
0
a
T3
CU
3
Jj
C
O
y
•*•*
-^
u
Cd

2
















y
0)
w
cu
•H

<5

••
co
CO
0)
u
o
hi
a.

e
o
jj
hi
jj
e
y
c
0
u
§
CO

^0
JJ

X

c
o
•H
JJ
a
u
•••<
UJ.
•^f
to
CO
iO
a
^H
>0
y
's
41
•C
o











































•o
CO
(u
O
C
Q
•H
JJ
a
hi
u
co
°
£.





n


CU
CC.









co
JJ
C
CU
C
jj~
Q
O






^
TJ
JJ
CO

H .
o

(0
jj
M
CO
fll
<£



Jl
*rf
c
cu
^H ^
.o
T3 0>
3 a,
jj >i
U] H
3
(0
y
•H
01
JC,
u

3 •
O
z
vO

S
a,
a
o
U")

M-l
0

41

0

•O
0) 01
E n
J >0





•
0)
E

X^
3

c
0
•H
JJ
y
3
•o
01
u

en
V0
01

e
a
(N
in


to


U
J

§
•H
S
o
hi
jS
0
1 «T
M O 1-4
M
„






hi
o


in

a,
cu
01













i in
O -i
	 1
ro






Jg
0
**4

^H *
1 CO
y jj
M C
I— i 41
£
CU §
01 0
M 0




y

u
u
CU
^«w
3

C
0

y
3
TJ •
 U

a
o
o


CO


0.


§
H — •
g o
0 •*•
'" O
 CO
;>*
^ 1 CO
C3^
C7* g CU
oi E '
1 JJ •-< C
- « -• o.
E3 i** '^
0) CO J2 JJ
JJ 0> U
co cy •-« 3
>< e s n
CO -H CU
e c
0> O rfl
t> W ^^
hi 5 'H oo
M u jj on
O
E 5?'
a,  — >
01 0) JC JJ
jj ch y
CO 41 -^ 3
N s s -a
W -« 41

hi 0 -H (N
M J jj rv
O
sen
a a s
a a* a,


a.
a

a,


g
•^ <^^
0 •*•
hi hi
JS O
0 —
i -« c
l-l 4)
e
CU §
to y





c
y o

°w jj
hi y
cu s

\ 01


e <«•
0 £
•<4 Cn

y ••»
3 H 01

a I
M 0
M y

0) U
4) 0
to <*w







1
§
f^
*0
^s^
jT

c
0
•H
JJ
y
j
-o
0)

S

a
0
o


CO


0.



hi
cu
a

0
/ ^1
M O 
-------
 0
 u
Cd

2
      0
)

ip
 U
 cu  <-*
 IL,  CJ
CM  —

•H  en
 «j  -i
 u  Y
Ui H
)
o
•H
cu
u

6

ro
^

en

--< 3 V
jj -a co
u cu
3 Ll 1
T3 S
cu <* cu
Li CD JJ
• ca
*» ,
vj? c7) eo
• i
system- 95
ime system
High line
tion.
-t ., 0
0 3 O T3
Ll 0 -H CU
M (J 4J Ll
O
s e •
Cu O, r»
O, C" II
X
m ^ cu

cu
a


CM



Li
1
O
u
1 l-l
l-l O fN
HI
^.
vO

en
"* S
| ff
o e
HI O
ft O
CU Ll
CU 0





i
•H
»^
X
eduction w
Ll
Of
r*i
.Q
a,
a,
VO





CU
•H
f^
^,
eduction w
Ll
Of
<*>
Cft
1
Cu
m
CO
fN


a


CJ



^
u
o4

vO
a
Cw


=


C£



^
i
CJ
M CJ (M
1-4

tn
-S


w o
M O
CU Ll
CU 0
co 
s

^^
•^
eduction w,
« V-J
CT1
a
30
3
?


a


CJ
iu



0
Ll

_, .' CD
HI tj f\J
M
~<

en
Z |
1 5
(JJ g
M 0
M O
CU' Ll
CU O
CO «•!





cu
s
•H
^
X
>
reduction '

o
I


CO


o




T3
J
' cn
w O fN
n
w

J io ~

(
rM S


M 0
f y
cu u
CU 0
CO <«
o

C JJ ..
005

•^ *o 'S
^2 2
•a *
CU 4* CO
Ll Cn fj>

d« i e
system- CJ9
ime system
lime systei
-j
C £ C
0 3 ON 0
u 5 -- -H
M J S JJ
Cu Cu f-
m TT cu

&
a


cu




•o
J
« u °
f— 1 ^^ p^
i —
en
l~> C
CU

O 1
M 0
HI U
CU L)
CU 0
CO «-i





i
.^
^
•«v
eduction w;
Li
of
PI
a.
a,
o




i
• H
— 1
•s^
eduction w,
Ll
-H
CO
.Q
0.
CU
en
-H


a


a




TJ
cu

I -c
M CJ m
M
~































                                                                E-71

-------
0
T?
01
3
C
JJ
5
y

^
u
u
J
a

g-i
















y
01 -^

a. **
-H «1
y fl
•H JJ
III
JZ
o
c
•• 0
M •-(
ui jj
0) fl
o u
O "H
Ll UN|
a, — i
U)
C M
O fl
JJ CJ
fl
Ll -H
JJ fl
= O
0) -rt
y £
0 JS
o u












































TJ
jj
to

IU
0
C
0

JJ
a
o
01
Q

S.








3 e«
_
>.cj
•0 V
3 .a
4J >
to t«
3
^,
rfl

•H

i.
o
3 .
0
2

O
C*

E
a
o
o
T
U-l
0

0)
V)
0
tJ •
TJ
01 0)
•53
J (Q




•
0>
s
•H
^
3

0
•H
JJ
3
•0
O)
Li

OP
*T
•
en


J3
a
o

r^



ZD




OS







TJ
(0
01
1


en
m






(n
jj
c
*•» 0>


>H 0
M 0

(U Li
oi o
to 

c
0
•H
JJ
3
TJ
0<
Li

0P
m
•
crl


a
a
0
0




CO




0.







•o
fl "
3
1


CTi
l~i






W
^)
C
rH U
| tf
CJ §
M O
W 0

0) Li
0) 0
CO <4-l






•


'fl
*s^
3
c
0
'jj
CJ
3
TJ
Oi
^4

00
0


•a
a
o
o




to




Q,



01

O
C
fl
en
C
fl
1-1 <"">


^
"°






M
.^J
c
(N 01
J (••
0 1
w 0
M O

0) Ll
OI 0
...
C 1 tf*
o o co
•H 3 Cft
JJ T3 *
u 01 s
3 W 0)
TJ JJ
0) a* U>
C^ (fl
of I
CO £ 01
^ 0) S
Jj "N
1 «1 — •
01 (fl -C
JJ CT C
(fl 0) -H Q
^ E S "^
(fl *H jj
-t .. O
C C 3
0 3 O -0
Ll Q -H 4)
M J JJ W


O
E E •
QI ^^ pv
CU C^ II
2j
vn v a


0,
•*•
Q



fl.



Oi
in
0)
c
&*
C
13
1

i
rr
ivD









r*i
1
U

1-1

01






I
01
E
^J
"V^
3
C.
0
JJ
u

T3
01


of
CO


a
a

in
f^



Q




U
Ct4


0)
(fl
2

(T
3
-3
M
l-l










Ul
Jj
2J
0)
£
E
Q
u

0
U-l






1
OJ
S
'£
^^
3
C
0
jj
O
3
tJ
Oi
Li

40
CA


J3
a

09
ro



















I „



IS






(fl
JJ
C
(N 0)


M 0
M O

0) Lj
01 0
to u
1
o
3
T3
0)


40
0
1
s
01
in


01
g
.,•4
*-4
•
— C
CP 0
s U

o
a a r-
Q4 C^ It
in ^r Q4

O *S^ *3*


a.

Q



a.





>«)
3 "
O
LI
i)
2^5


i «..
^

i







fH
I
 TJ
CO ••*
vjD Lj


^a
a
a
0
o
^0



w




0.


s
3

3
2
>,
1—4
5
M ci
h-l



























•
01
.2
^
>



y^J
O
3
TJ
01


90
o


1
O
O
m



















o



£•
I
-
-
p
^^,





























































                                 E-72

-------

















***t
w
M
^^

e
o
3
'o
.u
a
outinuedj
cal Preci
als (G)
~ 'i1 o
^H .•
1 g
w ..
u c
TABL
Process:
;if icatio
WJ
C «J
o *^
•»« l-t
^ CJ
fl
1-1 r-4
c y
0) .-i
y E
M 01
0 J=
U U










J
*








in

c
41

3






^
•o
3
iJ
CO

(t t
0
Results




>f Study
Influent
Char.
U TJ
C 4)
O *J «
^J TJ >s
a a e-
o x^>
in 13 4)
a; 3 a
Q -u >,
to e-
^a
"io
y
-*
g

-
o

0
z

"*






ft
^
-. S

s i
HH U

4) Ll
01 0
C/J UJ







s
^
'O
^^^
3
reduction
9^
in
,
3^ OJ
0* I
O 6 01
~l 01 E
1 1
0) W -C •
uj 41 -H 0
>» 6 S -H
tf) — 1 JJ
-H •« CJ
o 3 a -o
Ll Q -H 0)
M J .U Ll


a a I*-
a en u
in ^ a

a.
Q




O.





— 1
01
•*
0 1
-H
Z
1
HS
O


s
1 3"
MHt
O
o
UJ
0
01
t/1
0
•o •
T3
(JJ -JJ
S T3
•H -a
u -H
O 3


I
0


=




-^





•H
^
0)

01
CO
M ' r.
h-* ^

.^
>


1


«

-1 3

M o
w CJ

01 Ll
01 O
CO U-l



M
y o
•H -H
Ll 4J
LI y
41 3


^^
^
V7
M








«i
i
3

u

Ll
0







01
s
*"4
^^
>
reduction
^
CO


J3
a



















i?

fe.
J3
|3
*J
Is
IO
L^













































E-73

-------
o
•*4
JJ
TJ
T3
01
3
C
• rH
JJ
C
0
0
5*
1
U
u
-3
CQ
<
EI















U
0)
u
04
^H
it)
CJ
•H

eu
CJ

.*
en
en
0)
O
0
^
o<

c
o
•^
Jj
fl
W4
jj
C
0)
u
2J
0
CJ

— ^
CJ

en
i-t
TJ
JJ
0)
X

c
o
•H
JJ
ITJ
CJ
-•H
1^.
•H
en
in
HJ
^H
CJ
^^
ITJ
CJ
•H
g
01
J=
CJ




















X
"O
JJ
en
U-l

c
o
•H
JJ
CL.
• H
b
CJ
en
3

£






n


U-l
eu
a:






cn
jj
c
01

o
CJ



>,
T3
jj
CO

3 H
xo
1 S,
JJ >
co e-
j
-j.
IT3
O
••H
£
0)
.c
CJ

J .

z
o

0
.^J
JJ
0
•o
01
b
(*
V0
CT>
§4
0.
o
o
in


3



«


1,
M
01
>
rH
••H
CO
1
_ i r? O
" u in
M
o
cn














01
g
•H
-H
>
0
.^
reductJ
at
•9
in
ja
04
04
O
o
m


3



cc


§
r-t
^

o
lO
ja
04
a
0
in















i
•vl
.n


1 01
0 S
pH -H
.c ^
CJ \
CJ
•2 §
b — t
0) JJ
IM CJ
>£
01
C b
0
reducti
; 95. 5*
01
<*• T3
03 —
 r>
b -o m
•*
of b •«

U-, f'l ^
1-1 ° in
HH
^n
|m
I



en
jj
-J S
cj §
M 0
M CJ
CU b
01 0
CO «•(



.H
fl
c
eductio
5«
f.^
e
•^4
04
in
fN


CO



0,




0
c
H
c<:
- H *
M « in
M
rn
0




cn
-»
tN J
C_5 M
>••/ w
>H 0
M CJ
01 b
oi o
CO *-l

.^
t- 1 /tf
reductiol
85% reduc
system-76'
•• i
m g el)
vO 0) g
JJ -H
i en — i
g >!
01 W £ •
jj cn c
M 0) -H O
>• S B -H
en -H jj
r+ •• O
C C 3
0 3 0 T3
b O -H 0)
M J JJ b
 &
O
g g .
a a r*
04 cn n
m «r o.

\^
M
•*•
3


0.




0

H
N
.. .'. r-«
M ^ m
M

O
I-1

1
1
1

cn
' e
-• S
02
c
W/^
w
M O
01 b
01 0
CO <*-l



0)
_g
>-4
\
0
—4
reduct
of
O
O
r^
1
Q<
T
vO


CO



CJ
,1
«4



u

•H
N
' ,'-, »
"-« cj ^
M
i
1
| -~
| =
|
5
CJ

































                                           E-74

-------
T3
V
3
C
O
U
U

I





*











H
M
0
^
fl
Jj
'a
u
4) ~.
U O
a. —
-1 Ul
u us
'fi aJ
a) Z
XI
u
c
" O
tn -H
U) JJ
0) IQ
u u
0 -H
W *w
a. -^
C H
0 fl
jj u
fl

C U
01 •*
0 S
C 01
O JC
U 0






U-l
a:








(A

c

e
E
a
•o
jj
w

o
Ul
3
4)
at






4J
H c
-O 01
•3 3 •
Jj — 1 Ul
en «*-i fl
C J=
•U M CJ
0 -a
C 0)
0 JJ 4)
•H « a,
4J 'Q ^
a s e-
•H
W
o >.y
Ul "O 0)
d) 3 Q,
Q JW ^
Ul H
A
u
•H
0)
.c
u
0
z
tr o o
va .JN en _





Ul
jj
c
**• 41
t S
C? fe
M 0
M O
4) U
0) 0
a
^
V.
s
0
jj
O
3
01

^
O
o>


rt
a
a
o
0
m

.
•^
v^
3
O
JJ
u
3
T3
01

of

1


jO
a,
flu
o
CO
•^

















^*

o •
3 §
O -H
•3 JJ
0 fl
01 JJ
u c
01
<* E
0 •**
• "O
0 4)
TJ- U)










O



U
b*



U
C
•5-
1
M CJ V
M ^

3



K




U
C
^
1
-< o ^
H *^
S
:
a
a,
0
o
U-J
0

01
Ul
0
T3 •

e "o
- 13
_ 
-------
01
3
C
O
u
u
     c
     0
an
•H —
U
01 (fl
i-i 01
cu *o
   •H
-H O
fl -H
U JJ
•H CO
E Oi
Oi Q.

u



«J
in jj
0) fl
u o
0 -H
    C o
•a oi
3 a,
W H


3
*"j
O
01
6

ra .

0
,
^O 'i
3 J3
a*
fl ^3
o oi •
0 3 C
0 0
-J JJ iJ jj _) -

C C = = '
01 i i> i CJ
0
o

1*4
O
^
l~4
rt •—(••*>.
fl — 1 JJ T
U 0 <0
•H U-l U
S JJ
a) u) — i
U 3 £

s
3
f-4
ffl
*s^
3

C
0

Jj
o
3
T3
0>
l^

df*
CO
en
a
a
o
*•*


0.
Of

u
J





s
Q

1 ^4
HI
M

0)
0)


e
3

(fl
^J
3

C
0

•^
O
3
•o
0>
^4

of
m
in
1
0
^


cu
a

u




c
T3
a

M
1
0
a

^4
0
u*
rH
1
M
M

01
0)
in

e
3

a
^^
f

c
Q

jj
U
•3
T3
0)
^t

of
in
r*l
S
0
f-t


(X
S

CJ





c
•o
u

1 ro
i
o
CJ

u
o

_4
1
M
M

a
0)


3
f^
T>
V^
3

C
0

JJ
0
3
T3
01
^4

Of
O
-^
V
a
0
rH


a,
at

U




01
c
fl
•a
•H


1 •T
1-1 1-5
i— i
a o -
i i
0 0
u

'M
0
U-l
r-l
^
M
M

OI
01
w

,
E

^
fl

3

C
0
•H
4J
u

TJ
01


«*
in
9f
04
0
•^


&
cc

u



c
o
•H
JC
JJ
Q.

i in
u

^
O
U-l
^
1
M
M

0)
Oi
to



^
fl
V,


c
0

j^
o
3
•o

^4

^*
l/>
vO
1
O
r— 4


IX
a;

u
j
M
.01
CO
01
E-
1
in
(N

H*
O
U
**™^


















































                                                   E-76

-------
 3
 C
u
w
3
a
     0
 o
 oi to
 M 01
a,
   •a
•-4 r-4

 U -C
••« 4J
 £ £
 01 CU
    V) •-*
    07 JJ
    0) «
    U O
    0 -H

    a, -H
       M
    C V)
    0 fl
    C  U
    si
    56
<«





































>i
3
1 |
C/J

C
o
•H
4-1
a
LI
u
W
S;










cfl
jj

33
§
o
u




>,
3
jj
cn
 a,
^ ^^
s e-
>CJ
•D 0>
3 a
•U >
V) H

J3







^
(0
o
•H
e
3J
o
rc .
0

o















j-
o
(/]
N
<

3
C
0
4J
U
3
•o
0)
Li

4^
o
CTi
1
O
00
in o
f*l ® O
i — i
in J2 n
• a x
o a, a

3



oi

1 1
-H «
X. JS

^ ^
a> a.
i ""*
IN -^
•*• >i 0)
W X -U
•H 01 «
03 J= -1
1 -H
M -3
Z M
O















J?
o"

fM
<
\
3
C
O
'£
y
3
T3
0)
W

)P
O
^
1
O
vO
m o
^J* ^ O
• a x
(N a, a.

3



OS


rH
>i 01
J 4J

CO -H
i • 0
3 J3 -
^3 ^3 fl
0 0) Li
0 3 4J
0 -•
rg — < 14-
0 0
•^ ^W ^
S -H
01 (0 "O
-C tJ 01
0 3 S




£

-*
\
3
C
0
•H
4J
O
3
T3
01


^
in
rt
a
a
a

cu
a



CK




-------
T3
O)
3
C
•H
4J
c
o
u
u
s











M 5
M «-»
VI
C U
0 -H
•f-( JJ
JJ (0
fl E

••H U
a <
U k-
01 1}
U 01
a. -<
u
TJ C
a >,
o> a.
0
c
in -u
O) HJ
o a
o •-•
a, — i
en
c «
o ^
JJ U
fl

4J 43
C O
0) •-»
U E
C 01
O -C
U CJ







u-i
^
"~



in
2
3
I
0
u



•a
•3
CO

vu
O
«
4J

3
01
a

H c
T3 0>
•2 3 •
4J "4 U
77 Uj fQ
^55
0 -o
C 01
O •*-> O)
HMO,
4J <3 >*
a s e-
~4

u xO
«) -o 01
01 3 Oi
a jj >»
CO H



1 b
1 Chemical
1
m .
0
z
o
3^












.
§
— l
US
>
c
0

iJ
03
•H
a
u
0)
a.
*
o
^ 1
o a


3






as
















.
§
»-H

a,
ON
0
t
o a,


3






at

01
c
ai
Acenaphthyll
1 (N
M Z
M
c
C*l
'








T3
C
TJ
in
M
0
^
•H
>
TJ
W

^
J3 •
C
01 0
•—* —4
J JJ
IQ a
01 -H
CO 'M





3






«

01
c
01
Benzanthrac
1 ro
M S
V-l
O
^
1
i
t






T3
03
in
!_,
0
£•
.p^
^
2

>,
jj *
c
o> o
« *
fQ ^J
4) •-(
CO K-l





3






at



1 01
11,12-Benzo
f luoranthen
I ,3.

1-1
: o
1 j>
i








"2
V)
u
o
4J
-H
^
U

^
a •
c
01 0
-H -H
IQ iQ
•0 *J
a ^
01 -H
CO *4





3






ce




1, 12-Benzo-
peryiene
i in
n j;
M
1 „
C^1


1






T3
m
in
u
o
4J

^
IV
Ll

^
rt •
01 O
2 Ij
2,^
41 -H
CO •«





3






a




Benzo(a) -
pyrene
1 vO
M S
l-l
O
T»













s
^
'^
T3
_


JJ
TJ
^
5
w
^
o
i
o a


3






a;




2-Chloro-
Napthalene
,
M Z
M
O
^









1
•
•H

U
^
^
J3 •
0) O
<— 1 -H

W W
1TJ 4J
a "i
01 -H
CO <*H





3






a:




Chrysene
1 CD
M £
M
O










c
in
u
0
>
•H

fl
U
J1
^
n •
0) 0
« «
M W
fl JJ
Q. -t
4> -4
W >w





3






a




Naphthalene
i en
M Z
1-1


—
2
-J
3








































                                               E-78

-------
•o
.
•f4 iM
s p
jy £^
g^
u
c
•• 0
ta -
V) JJ
1) U
O O
0 -H
1-1 U-l
3, •-»
tf)
0 'C
^ o
fl
u —1
£ O
0) -H
u e
C 3)
O —
a cj












i


Cfl
c
(U
o




>,
T3
3
4J
w
0
in
4J

3
U)
IV
(X




,J
H c
'O *U
3 3 •
JJ ^4 ^4
cn 1
a 2 e-
y >«u
W •O 0)
n^ 3 CU

C/3 £4


^
*
CJ
e

«C
o

OS .
0
z
o c






•a

u
0

5
>
w

N
-Q •
4) 0
"i -H
w w
rQ iJ
a. -<
,
A •
1} 0
-H — <
.Q 4J
kl u
HJ JJ
4) -H











3




OS







1>
_«••
(U

a.
i „,
M S -I
1
3
u



,










































,.




                                           E-79

-------
13
cu
3
     to <
     co to
    O -*
o   to o
Ci   U y

^H   * "^
03


















j
0)









to
JJ
c
0)
1
0
o
TJ
03
O
jJ
~4
3
CO
(U
<£
>.
-o
to

IM
O
C
o
-^
JJ
—
o
tfl
Q

ji








c
0)
CH u
U>4 (0
C £
M O
T3
0)
JJ 01
03 >
s e-
>o
-a u>
3 CU
JJ >.
OT 6-
)
•w
u
•^
E
-
^v
u

03 .
0

z
3
en
C CT U
U -i u
^ a jj
Ci ^
1) O U
c 0 CU
v^j Q,
-1 g
Cx] JJ CU
a, 03 jj
1
U -0 B
 
(N  l 3 lj O.
CO Z 03 -O JQ W
&
a
8
o
1-1



a,



j

'o
c
tJ
a
0

04

*
— t 1
M <
^
5
Z
3
u
^^






































    i'l
    y u
    o •-<
    W H j
    cu -H

    i w
    0 fl
    •uJ  
-------






















(continued)
rse Osmosis (III)
iphatics (B)
V —I
i-4 > 4
I* « ..
U C
J •• 0
CQ CO -H
< U) u
f* 4» HI
y y
o ••«
U u-i
CU -H
C CO
0 fl
JJ O
H i-4
XJ it)
c y
0) •-«
y 6
c J
o o















1
<4-l
CU
at












CO

c
01
2
a
Results of Study


4J
H c
T3 CU
3 3 •
*J --H Ll
tO "*•! <0
C J=
0 TJ
C 4)
0 4J 41
•H 
a s H
• »•*

y x"
W *U 4)
oi 3 a
O -tJ >
W 6-


.0.
^
(Q
y
•H
g
a;
M
u

tl •
O
Z

CD
P™1

u) ^
4)
c cr
fl •-(
V* (0
-Q CU
E 0)
41 O W
g 0 ^
«H f
W 4J W
CU iQ 01
i a
u -a e
41 4
•0 .U .U
C *w
<0 ki E
o) o
< a. o
U 0 u,
reduction w/CA membrane;
1% reduction w/C-PEI
brane.
-• i
HH 03
"^














100% reduction w/NS-200 &
100-T membrances; 60-80%
uction w/AP & NS-100 mem-
nes; 40-60% reduction w/
4. U-10 membranes; 20-40%
uction w/CA3 membrane;
% reduction w/SPPO, PBI,
, CA-T 6 CA membranes.
) f ^3 <*0 5^ ^J ^3 03
O M 4) u i o» «N <

ft
0.
0
0
o


a





J






41
C



i
1 —
—







(fl
l^i
^
*» CU
CO E

c-( O

4) kf
01 0
2% reduction w/CA mem-
ne; 63.3% reduction
-PEI membrane.
• (0 o
CO U X.
03 JO 3
S
o.
r\
*M
o
Ul
(N


a





03

i
rH
3

^
>,
**
0 1 ~> 0)
-J 1-0
41 ••-•-• = ^
u • - x
< ^0
w 1
M QD
M
M 1
hH C3






CO
4J

7* v
a s

M 0
M y

4) W
4) 0
CO 
-------






-









M
M
M
in a
Z? m
I i s
B -1 (contini
Reverse Os
: Aliphati
M] •• 0
3  "4
C in
O fl

4J (J
10
W — »
4J Ifl
e o
0) -H
u s
C 4)
o -c
0 0














uJ
01
a:





UJ

C
4)

o


T3
u
CO
tl
0
in
U)
4)
a
H c
•O 4)

CO *•• <0
C -C
U-l M O

C 01
0 *J 01
-i w a
AJ r•
a. 3 e-
•^

a >»^
10 73 OJ
,
M 6-*


J3
»«4
a
u
•H
£
41
JT
a


o
z
33
0 3
0
—in — i r->














20-40% reduction
& CA-T membranes; i
tion w/CA, PBI,
0 membranes.
membranes;
w/B-9, CA3
<20% reduc
SPPO & B-1






























i •M
f** C
« ffl S



w
-* c
1 41
03 E
HH £
M 0
M U
4) Vi
41 0
CO •"
ction w/CA mem-
8% reduction
mbrane.
3 • 01
T3 P» S
V CTl
tl >-
.. CU
o* 01 fl<
• 10 u
en n \
03 A 3
i-
O in
0 -t




0.






0}






F-t
0
^
OJ
CJ
>,
r-H
O
1












duction w/CA-T,
NS-100, NS-IOOT,
, B-9 £. B-10 mem-
-80% reduction
ane; 40-60% re-
PBI membrane; 20-
ion w/SPPO membrane
41 Oi O U X JJ
n . 3 ^ 5 j o
^ B 3
o* < . .. 41 c -O
O O O W g 0 01
O O 0> •-* Vi
•H * fN C < W
1 03 1 fl CJ O **
0 2 CO Vi \ 3 O
03 O 2 J3 3 -O V
1
O
o
o




0,






J






'H
0
u
01
u
^
r-4 ..
CJ
I
M
w 03 "
M



Cfl
— < C
1 01
01 1
>~i £
>-i 0
M y
4) W
4) 0
CO *i
tion w/CA membrane
ction w/C-PEI
4.6% reduc
76.1% redu
membrane .
S ->
a e
Qt
O in
O ->
"*




a,






03


a
fl
41
o
I^J

^H
>*
w
U
d) • • **
£

M 1 Q













uction w/NS-200,
NS-100 membranes;
uction w/B-9 mem-
40% reduction
& CA-T membranes;
tion w/SPPO, PBI &
nes; 0% reduction
membranes.
T3 <•« TJ I O> CJ fl 03
4) 4) O < 3 W 2
Vi £< ki .,
j£
jj
or-
Z

H "*


^
—
0
o











































E-82

-------
 <
0)
OS
*.2
tn j-i
0) (T3
0 0
0 -H
M >W
0, -1
en
C tf)
O fl
•H — (
•u U
fQ
Vl M
jj u
C U
01 —1
u e
C 01
O -C
0 CJ








m
01
a:








in
u
g
V
3





>,
1
4J
C/7
U-l
0
tn
^j
»H
3
tn
0)
a:





jj
H c
•O ai
3 3 •
4J rH U|
cn vui ,g
C £
^
a s f-
•>H
o xo
to -o oi
oi 3 a
a -u >
CO H
A
>-4
fl
O
•H
E
01
^^
a
10 .
0
z
03
"1

<4
s .
•o oi
C 01 C
o ki *
•H (4
•u «» .C
0 ON E
3 • 0
•o  U
a* 0) Q.
*r c i
• fl U
ro U X
1 J3 3
1 =
Q
o in
O -t
o
i— 1 Oil


a.



oa



0)
c
•H
— 1
1
Si-
M
O
m














H 1 1
i e s
O C 0) 1 01 *»
O 0 S 01 S O
»-l -H C U
i *j o o eg
woo-i.j^ M N-
^rf * *t \W •** W«* ^ P1^ ^x
•O vO 1 1 W < O 03 3
oi to o .a x.  v CM
o) o) u o o)
«• c • •• 6 C - -H C
OKJOcn o tn O JJ IT:
ourHuiTi.Haicuuw
M^I c i 4J c a< a .a
i gdiiacauiocyj'OS
O 0)XM\3 UX.OI 01
OOS2J33'aA3uE
1
a,
0
3
»-*


Oi



J



01
•
H
rH
H
1
M 1 /M
M U ™
M


^•*
-
_
^
0
o






































„ , ^


1
1
                                         E-S3

-------
     tn —
^.  .-.a
01
3
c
£ vi
c/1 u
S   41 nj
     ot
     ex

       C
     •• o
     w —*
     en u
     0) ^0
     u a
     o -H
     U U-l
     a, -i

     c tn
     o -a
    ••^ ~*
     4J CJ
    *J TJ
    c o
    0) .-4
    y £

    Is

—












'SI


e:
5
c
c3






•o
CO

<4J
3

7)
-j
^•^
3
7)
4)
*




4J
H =
13 a
3 3 •
ij I — < U
cn|>*-. ^

1UJH4 CJ
0 -0
C i)
0 *J 4)
•H T) a,
0. 3 f-
i/1 'O O
11 3 i
Q -U >
05 H


.a

/f!
CJ
•H
E
•i
O

03 .
O
z

o






















o
o
1— (
1
o
m
a,
c
o
— H
4J
O
•3
TJ
HJ
j^

O O -
2 vO T3
Li
y * S
a -o e
1 U U
O -u *J
fl
-a LI £
< C. C
U 0 u

CD
c

> C U
^ J f
r^ ^ N
H« 1 P^

f
!--
l


,




'





















•
i—
0
•-4
jj
u
3
0)
Li
of
(N
m
I
CO
ro
*£


3

ce




i
0

<5 a

*^ jT
fl N
H 3 '
= —
— i «r
« =

,^

^
' 7!
i i r>

\ ~i fi
i ^ ^< it
1-2 -i
; s o 3
j O JJ
£ ^j3 ^g
•~
a I.
- TJ S
1 « i)
a j -j

(J Lj £•
4) 0
 c
 ja
1
0
o
o
^


a.

3



U
^
3
£
•^
T1
?

>•
=
M i in


i 0
m











i
(







1 V)
II 4) 4)
4) 4) 1 Li C
Li t£ Li O 03 '"0
fN 2 c <& LI
i»«»fri^ CJOOI3
O 1 0 •« -H £
tw CO O ^•Q CU *3 ^ *•» ^j
< 1 O 1 C ^ U M S
5 \O i *T LI & TJ C E1*
CO -O wU 4) fl 1
C — Z •• S C/3 Lj Li ff
0 co ;o 41 X -3 CJ
••* 4) » a s 3 *• e
jj >c o a o i) <*

3 LI i w i 0 v <

4) c ^v 6 ^- 4J •* *tf X.
Li4)34J3oyJCJ3
£ £ 3 41
of S C T) £ H C
OO3O04IH3 0
OC - O — i Li LI M — i
1 1 'J 1 U if £ O, O
OC/3 3W 3C 4JX3
COZ-SZTf^T £ 3 TJ
S
o
o
o



a.

j



a
£
2
^
•5

iT

">,
=
M VD
M G
g
Jl
~
^^
^
—
3
^
^««



























































                                                   E-84

-------
 3
 C
 O
 y
CO
O
    (n
0)
(0  0)
u .c
0) JJ
          c
      ••   0
      to  •-*
      co  jj
      OJ   10
      u   y
      o  •-*
      c  «
      0  13
      fl
      u  •-«
     jj  it]
      e  y
      u  —i

     g  §

     56
'•LJ
i)
X











to

^
ai

Q
y





^
•0
C/3
U-l
0
,_

_4
3
U)
V
""•





iJ
H 2
•u 01
3 3 •
4J *"* U
C/3 l*w IT?
C .C
° T3
C 1)
0 .u -t ftt >>
d. 3 r-
• »*
i*
y >-*J
VI ITJ 4)
VI 3 2.
to fi



.a
c-H
 W
^0 ^^ ^Q
in • g
• O 0)
O^ 0^ g
I1
a,
o
O in
O -H o ^
in



0.




a

i
0
i^
0 —
l-l I-t
£ ><
u a
I 0
.-N U Vj
^™* f?i C^
'A o ^
•H I/J 4J
J •-* U
Si-
HH
o



a.




O3

^
4)

4J
U

r-^
>.,
J^
*^
CJ
r*
a
1-1 ' r\ii
J-H
















C 1 C
o ai o
O — t W M -H a#
O JJ 03 JJ O
» -H y * a y ,
J^
*J -.
^
Si"
5
3
~
^
^j
•^-«























































. , H, • -•


                                                                  E-85

-------
"3
V

c
•H
JJ

0
u
i
u
u

I





















W
H*
HH

ST
yj *—
•pH
V) CO
0 C
S 0
to .a
0 S
41 U
w o
Li --(
41 fl
> S
41
a
c
•• o
m ••*
tn u
V <0
o o
o ••*
U <*4
a, -H
Cfl
c w
O "3
••* I— I
.u O
>fl
Ll -H
JJ ,
•o
JJ
en

*^
o

ii

^^
3
(0
0)
a:






jj
>i c
tj 41
3 3 •
_J — I U
W >w iTJ
C -C
IU M O
0 73
C 01
0 -u O>
~> w a.
JJ ^
a s £-
^
u
u x°
W »O 4)
4i 3 a
Q JJ >
cn e-

J3
^H
fl
O
•H
£
Oj

O
rtj .
0
z

ao
^^
Kj
31
01 -^
c co
re a
W 0)
JJ O u
S 0 3
Vi rt j
\O *rf
£ fl
JJ Wl
M fl 4)
u a
a -a e
1 4) 01
CJ JJ JJ
HJ
Ut Uj C
** *N E
< Q. 0
0 0 V4
M
Ct]
a.
i i
f U

< c
U 0
>-
y
C 3
O TJ
•H 41
jj Li
o
3 of
tj u"> •
4) IN 11
hi C
.. fl
«* 11 M
1*1 C 13
• U g
0> L, 41
T u e
"•™^
e e
a
a, o
U"!
O ^
If)
(N fl/



Oi






09

1
01
U
<0
o
W 13
0 -H
-< U
.C <
u
•H O
Ll -H
H JJ
M ' _,
i-i Ct.
l-l

	 -*

•J
3
™
jj

0
o
























































                                            E-86

-------
T)
0)
3
C
'"*
C
0
o

-4
i
u
u
>J
£Q
1^
e-

















•H
Ul
0 -.
w •£*
o
Ul
11 -H
Ul H3
Ll JJ
D 01
> X
Q
°- ..
c
•• 0
Ul -c
Ul JJ
0) T3
CJ CJ
0 •-•
,
•a
3
cn


c
0
•H
Cu
Ll
U
Ul
01
Q


j:







fC


uj
1)












Ul

c
V
2
Q
CJ
>r
T3
•u
VI
MJ
o
Ul
4J
Kesul





4J
C
01
3 •
M CJ
13
0)

Ul CU
3 E-
>o
•a >
U) H

1
ifl
O
• 1^
£
0)

CJ

.
0
z
X
("••

T3
D
4J
03
VI
01
a
0

0)
c
*Q
Ll
J3
1
£

s
'CA membranej
3

O
T3
CJ
"V
01
if
r*
vfl
CO
A
&
Cu
vn
C-
O



Cu



03







•H
U

*-H (^
o
N 13

TJ JJ
•-4 ra
£ u
•«H 01 •
N CU -H
COW
J! « a
> c o
— t «S O
0 LI in
o* n •— *
200 hrs
membrane .
0)
Li — 1
U o
> N
0 *0
•o
C — t
0 £
JJ N
U S
D D
•n 03
(U i^i
-W ^H
- 8,
^F LM
U"1 ""x
co 3
g "^
Cu £
O N.
O 
1-1 O
M
1 3

• 2
•3
»*
D S
— 0
0 0

D
C ij


9* 01
cn c
cn u

1
un
fN



a.



a



~
-
i^
OJ

Cu
o
O
M 1 vr>
M U

3D
, "^


.







F-l

I
U

hH

01
01
C/l
membrane |
<
rj
\
C
0
•H
JJ
U
T3
D
Li

f~.
cn
1
in
o



cu



03





^,
01
CU

o*
CJ
M
1— 1
t— 4










t
Ul
JJ
,—
3

p
o
u

Li
0
vu
A membrane j
$J
2
C
0
reduct

g0
CO
*T
cn
|
tx
0



















1
o






















A membrane |
CJ
3
C
0
•H
reduct

of

cn
cn
1
Cu
m
(N
vO











































A membrane |
£J
3
C
0
reduct

00
(N
cn
cn
§
in
vD






















^^
~~~*


1





t
cn

*T —
1 (jj
rj g

"H Q
M rj

01 L4
0) Q
VI vw
I
0)
£
M «
CU O
Cu •
1 — 1
CJ —<
s.
3 <-s
C O
0 •
•H CO
•U II
0 S
3 a
T3
01 
Ll
01

O rg
O Ll
-• .a
Cu
CU
in
(N



Cu



03







—
o

IH
M i m
M CJ
M

~
, ~
—
' —
™
^
U
N_^
















































E-87

-------

13
CU
3
C
.
C
0
u
^
1
M
Cd
J
1















co
10
CO
O

verse
0)
CC


• •
CO
en
0)
y
o
a.

c
o
*
^J
c
cu
y
c
o
0


H
co
Metal


..
c
0

m
y
• »4
•H
05
CO
lfl
U
^H
T3
0
••H
£
CU
_p
0





































>t
•O
CV1
U-l
O
e
0
•H
JJ
a
^
y
in



.£





n


'•U
1)
£



V)

c.
cu

O
a






^
M
3
in

**-*
A

V)
jj
3
to
Ol
a:




luent
r.
>W (fl
C &
M CJ
01
4J 0)
CO CU
•»
3 f«
>"
•O 0)
s a
jj >i
w s-
3
y
e

£
CJ

0 .
0
z
a



CO
^1

1 CU

^ S
M O
i-( y
cu n
CU 0
CO uj


1
c
g

M
u o
Oi •
1 *-l
^) fH^
X
3 ^9

c o
0 •
•H 00
•U II
y =
3 0,
T3
W
(11
V
«• c
Otrt
'Q
o >-

&
a.




a




'O
fl
cu

M
M
M




CO
c
01

g
Q
y
^
0

cu
c
Tj
^
1

g

o
\


e
0

y
3
•O
CU

CO
p.
en
&
cu
^
















0















cu
c
-( g
M Q
M U
CU 1-1
CU 0
C/) •**

1
g
cU
g
f^
u
a.
i
CJ
X


c .
0 0
•H •
y u
3 Z
'O r^t
cu

CO C
(Nl U
en j
I
cu
m
2


a.



03



"cu
_y*
y
•H
Z
M 1
M O
M















1
g
CU

M
U
3.
1
CJ
x^
3
t
G O
0 •
"-< — H
y ii
3 S
'o a,
0)
w c»
^Q g
r~ M
en a
I
CU
in
(N















^
rH

co
-i


CO
1J

1 CU
M I

M O
M 0
CU M
u o
CO 
1
a,
c^


a



03




O"
C
•H
N
_
M
M




CO
c
cu

Q
Q
y
u
0

cu
c

u

cu
g

g
X


c
o

y
3
•a
0)
M
5
CO
en
o
o
rH















1
O















cu
s

-------
•o
0)
3
^
^
w
o
u

^J
'
Cd
Cd
J
03
*















Osmos:

0)
cn
0)

01
a


••
cn
cn
01
u
0
cu

c
0
JJ
4-1
c
01
0
c
0
0
cn
01
•a
u
.«H
JJ
Ul
01
cu


tf
c
0

±j
TJ
0
*u

in
w
TJ
0
ij
u
•^
e
01
.C
O













































>,
*o
3
jj
CO

"*4
o
c
o

.u
.5*
o
4/J
01
f^


£











^J
-












w

c

i
o







__
3

CO



Cn

p— *
C/1

Ufa





c
01
3 •
rl U
164 TO
c —
M O
T3
01
jj 01
in Q,
fl >
3 E-
>Cj
T3 4)
3 CU
•U >.
M 6-

)
fv^
(M
U

=

~


0
z
a

u3
V) CT1
0) --(
C Crt
fl Q, •
ij 01
-Jew
£ O 3
0) ^ 4J
S V
•u u
H4 Ifl 01
u a.
a TJ E
1 cu 01
O -" -u
 3
U f3
3 01
TJ U
Qi *
Vl 3* 01
m f*
Cu C
» u
co en A
en
a.

tN
O

^




a,




CQ





Oi
C
•H
N
nj

<£

l-( 1 (M
l-l rj
M

_^








*
Cfl
4J
-^ C
1 01
^ fl
H^ P
1— 1 0
l-l O
01 kJ
01 0
CO 1*4
01
c
 01
6 e
(U
g w

< cf
U i
j \
3
C
0 C
•-* 0
O *J
3 U
•O 3
0) "O
•« 01
M •
o* 01
. O fl
CO O U
Cf> «-« J3
Ji
a

en
CO





a




03







c
<«* 0)
• ^ (5
co co u
C« 00 J3

a

^i
f^
^«




cu




03





£
0
c
•*4
N
.fl . -
•H
Q

M O
1-4
S









•
tn
jj
-" e
1 01

M g
*—* 0
M U
ot u
oi o
CO *4
01


•H
a

M ^^
M
3









•
en
U
^ c
1 01
n s

M 0
M U
0) W
01 0
CO W


M
Cd
cu
1
u

tjf

<
*z^
3

-"
0
4J
O •
3 m
'O 01
0) C
M 10
.^ i*5
o 1
O 01


ZL

in
^j*
*~4




Q.




a



j^
0

,£J
u
fl
jj
a
MM

S n»
M
3









*
7)
iJ
^ C
r o>

*"* B
hH Q
M U
0) M
0) 0
to «-

M
Cd
Cu
1
U
14

P^J
u
J

£
0
1 J
o
3 •
T3 0)
01 01
W C
ifl
** ^
* g
C^ 01
en g

a.

fs»
o





a,




a)


i
Wl
O

£ 01
0 -0
(TJ -H
•^ X
a o
oi a,
Z 01

M l™3
t~l
r









*
CO
JJ
*~* «
1 01
D S
M g
IH 0
M O
0) u
01 0
to ^
01
C 1
'O £
-W (U
s e
01 M
g Cd
Cu
< 1
CJ O
J J

= c
0 0

U 0
3 3
T3 T3
01 0)

•
c* <*> OJ
 Cn U
cn en U

3.

Vi?
O
in




Cu




03






01
C
(0
•o

J

n rs^
M

—
i
—
"^
«
3
w
'"'



































































E-89

-------

01
3
C
'H
0
u
""•1 *
rH
i
M
W
j
CQ
^
c-















(fl T
••** "*^
(0
g 0)
(fl -D
O •-»
y
0) -H
Ul JJ
V< (fl
4) 41
> a
41
CU
C
•' 0
Cfl •-«
U) 4J
01 fl
u y
o •->
fl. •-(
M
S (fl
O fl
*J U
.TJ
4-1 fl
c y
0) -H
y E
C 41
o -c
CJ CJ



































>,
T3
3
u
in
«j
o
c
o
iJ
a
y

I

f
A








n
<4-i
V
CS





(/)
JJ
c
41

g
CJ





v»
T3
^
to
M-l
0
Ifl
*"^
3
(fl
X





e.
^J
3 •
'•H ^4
14-1 Ifl
C .C
M U
4)
4J 01
(fl a,
fl >,
2 e-
xy
TJ 0)
3 a.
w £
J
.
fl
y

g
0)

CJ

} .
o
z
CD
1-4




w
ii
4"/
-* e
t CJ
n §
M £
M 0
M y
0) W
41 0
S 1
fl E
W 01
jQ S

M
S kl
£
< i
CJ 0
3 3
C C
0 0
•H -H
4J JJ
y u
3 3
T3 *0
41 4)
W M
•
 J

<3^ . JJ
£ fl
JJ >*
01 fl
s a

I—I
'• 33
***
i
I



CO
•^J
-< c
1 0)
*^ g
M 0
M y
01 W
01 0
0)
(fl S
1- 01
n E
g
01 M
E U
a,
< i

3 3
C C
0 0
•H 'H
JJ 4J
y y
3 3
TJ "0
01 01


. . fl
C^ CT\ W
& & A
a*


p^
j5l



a.



a


*•
0
•••4
JS

fl
u
fl

5^
'3
'"*


1

ui
•^ c
1 41
^ £
H-t £•
1-1 y
01 U
41 0
CO  a

< \
CJ 3
3 C
0
C -H
0 JJ
••H y
•U 3
y T3
3 4)
TJ W
01
v£ C
d^ • (fl
04 00 k.
r*» cj^ jQ
o.
^

p^
r*^



cu



ca





X
0
•T3
^
ce

S^
"T^
I ^^




V)
-1 c
1 4)

M O
M y
0) S-i
41 O
01
fl 1
kJ E
J3 
-------
•a
OJ
3
M
•^
^J

0
u
^•^
^^
1
u
bJ
^3
,?
e-





cn

g
CO
O
u
en
u
0)
>
s

• •
U)
(0

o
0
u
a,

—
\x
-~

••fi
"o
c
u
£
a.

c
0
• H
4J
fl
O
.-<
U-l
.^H
U
V
*
•o
3
±j
W

U-l

C
o
•-*
jj
a
•H
O
U)


j:













^
*u
3
co

0
i
3 t*
><•>
•O 41
2 a
in £-

l
^
fl
u

0)

u


o
z
! '
o


















C
O
•H
4J
y
3
•o
a>

90
(*>
•
^D
^












^



a:

I
4)
.c

0
^4
0
•M
O
1
CM
1 r-l
H ^
>-l
§ :* :2 ,s ; c
; .l^f = i =
iX ^ O • N i '' ~







CO
•H
(fl
2
35
0

0)
U3

Q
£
^)
as












s



X

o
e
4)
j:
a
0

••4
z
i
TT
1 fN
— I
















C
0
'^J
u
3
•o
01
u

0*
S3
«
p*«
-*












3



a:







0
c

^
c.
1 !*l
M
i "^ " iC1 y "" •" * .' ~^






0>
u 01
"i S
(U M
g U
O.

X X
3 3
C C
0 0
•H 'H
4J jJ
o u
3 3
*O ^3
0) 01
t
of of /U
r* 1/1 c
. . ITJ
i/1 vO i-i
i r- a
c? 0 i *-i 3 .3 i w
•HO 3 S —i O
— i u >. fl 3
1 3 •• •• 5 < .u (fl
o a 01 >• < w
vo u 4j •• a, M
3 — * (fl 1 C fl
. (fl O 01 11 0 -^
HXIflOC-OJO)
•- 1 -V W 41 U X fl
^ *Q 1 0^ >( U
c a. iJ T) c c — i i -H
0 2« 0^ fl 0 1 *H O ^ 0) C ^ C
'jj ^ o 5 n 2 fl fl '.u S ^ ° -tJ -2
flxJf^ WJ fT 1^1 M i-i >rt j_i •< j-l
I4fl 0)MV44JWO)CPO)U U
fl JJ 4J D 0) O '*^ W 4) *O 4)
Q«S3fl>jn(nci)oifl|*^flip~i
07 e ^3 — < U — 1 JJ IQW4I M
•H fl 13 ^-^ ^J ifl CO w O •
4*>4J C W*4) COIO^
oa.u-'-iC'a C>X-H-*CH

u-i's'iiijlj 3^!u Q.VHS.-H^'-H 1)
0 jJ<-4it]'T3|U'ag — < ai u
OU3WO W ••< U O> X • fl
W— iijoij-ii-i-aw C30lCVi
cni a; — ' a. -< 01 >. -H j-j o
41 50 X OS -H Sii-^tflCfl X
CJ 3 *w --^ O1*^ 3^^JO^*^3
x M *^ w i/) '•* i1? c/j f? d) -H o ^^
(DwU'M '(JJ'HAJwtOCTUJJXfl)'**
ts Q< M O -^J U 'H CJ O 3 *w
§QJ — «* W i— ^ C D ^H '•W ^4
•nsaww-ouwoio
•-* 1
E

s

o
0
0




A



a







o
c
i)
^£J
£•
i ^
M

X C •-*

fo -H O I ~t J=
0 U 0 0 U
o JT c o M o)
— ( U 01 (fl > D JJ
1 fl _*t 0) ""^ ^ fl
— i 41 a. u o a y



CO



a.


-




'o .. . ••"'".

01 '
JZ
fl.
1 U1
M i
1




























































C  W
0  fl
4J  fl
c  y
D -H
U  £


55
                                       E-91

-------







•















— •
M

_ oa
-H ^^
r* ^J
3 2 y
"1 — « JJ
i •-• fl
3 * §
*•* jj <
*M ^
3
TABLE
Process:
>if ication
w*
O 'O
••H «-H
JJ U

JJ1 fl
s y
01 — (
u s
= 0)
U 0











-












71

c
01

g
3


>,
•a
ij
cn
(j.
0
cn

-«
cn
a:




>f Study 1
Influent
Char.
U TJ
C t
a 3 s-
-H
y >,u
« -O (U
CO 3 Q*
°. M ?
J3
^
itl
O
•H
£

^
U
1T3 .
0
z
o
•H
go -a
a i i cr>
Qd uH JJ t3
CN M ki O
a o i o
o •• u a, o
 33
y fl «-i
u • c
in cu -i u o
Q > :n 0 •*
j
en cn
0. 0
>« 3
C 3)
O U
•H C
jJ 0
y c

•o -.
! 3
c v
o y
•u 0
y c
3
•a ,-.

/V


fj
^
J
«2 «
-o p
«> p
^1
C ^M
3 O
O
^ (J of
z u o
CH  a ^
M
^^
1 - H
„,
.^
—
-V
;j
^r












































"



E-92

-------
3
C

4J

0
U
w
     0
     (0 .U
     W V
     •u s:
01
BS





















3
4J
w

0
c
o
•rt
JJ
a
• H
U
U)
°
s.








CO
c
at
0

•u
4J
w
1^ .
0

(0
4-1

3
V)
01
a:




c
01
3 •
rH W
•»
3 t*
^o
73 a)
3 a,
-U >i
J
r-H
fl
CJ
•H
01
^
CJ

ra .


0
z
0*
U")






u
0
CJ
JJ
c
01
3

^4W
^
01
a,

CO
o
o
I
?
o







a.
o"



M
&
a
0
CJ
1 rH
> O
M
 0
M

1/1






CJ
C
0
o
4J
c
01
3
f-t
^4
M-l
01
§,
a.

CN
in
o
I
a
en
T*







a,
U
o>
w

c
en
c
TJ
s
| fV^
> a
M

in






CJ
C
0
CJ
4J
c
0>
3

U-4
U-l
O)
E
a

00

0
§,
a,
CO
I—I



^



a,
CJ*




o
c
•H
N
i rr
> 0
l-l


^
p






































« , - -




CJ
u
03
J?
£-•















••
to
0)
a
o
0
cu

c
o
4J
(0
4J
C
u
c
o
CJ
c
o
•H
4.J
(0
o
•H
._,
M
U)
HJ
CJ

ia
CJ
'e
01

u
                                                 E-93

-------
^   0
0)
     M
     (0 -—

•H   5  ™
/-   'HO
M   li i  (••
n   *w  C
8   s  «
u
u

§
       c
     •• o
     cn -H
     cn AJ
     01 tl
     o o
     o -H
     U <4-l
    & -H
       CO
     c cn
     O fl
    •H ^H
    •U U
     fl

    4J (0
     C U
     0) -H
     U £
     C 0)

    5§
0)






































>J
•o
3
4J
en
U-l
c
o
a
•H
M
O
en
2













cn
c
,o
•U 0)
3 ^^
U) H
jQ







H

o
•H
e
01
r*
U

0
z
s

(N
4J
^
\
T3
0,
Oi

0

^-1
(
o
CO

••
01
N
•H
M
JJ
(Q

4P
I/I
r>-
CO
•t

c
0
•H
4J
U
0)

•H
cn
a,

0
o
(N

• •
0)
M
3
cn
V)
0)
^
a.
OJ
T*
2
rft
Ul
u
'c
0


•
T3
01
cn
fl
u
e
£
8
phenol ,





CO
a
M-4









o
U1O
1^4

••
>.
JJ
•H
O
0
4)
>


\
g?
o>
E
c
fl
4J

^4
01
JS
4J
fl

*
0
•s
resorcin-j
m
m
i
m
(N

• •
»
0
O U
T3 r*

X. CO
0)
•U • 1
T3 <0 T3 lJ
0) V4 Q) 0)
*o tn J-* 4J QJ
u * c o o o
•a 2 -° <2 u-i
0) y *J UH cn 0
O -H Ol 3 £
C -0 >i 4J

•H M ^J 0 C
J= -^ 01
• •Q JJ fjl 4J r— (
0) oi 3 -H y
fl i-4 cn -n J3 0)
Vj 3 CU CD E
I 2 2 § 2 ? ^
HI sill
* o
^-1 JC
0 U
cn o)
4) 4J
M ITJ
O O
cn
cu

cn
r-l
O
C
01

O4








































1 ^
M *
^^^
3
-H
J_J
^
O
O











































. .. , -






                                                  E-94

-------















^,
CQ
fl —
3 — O
C -H
jJ C 03
C -i £
o a a
U 34 "«
11 * <
i -^
w '-0
DJ C
J •• 0
03 en •**
< en jj
E- 
CC

en
c
CU
0
u

>,
^3
3
4J
V3

u^
0
in
*— 4
3
•Jl
0)
a






jj
H c
*^ OJ
3 3 •
JJ rH i-l
t/j «-4 nj
= J3
VU M CJ
° -0
C 1)
O jj lU
• ^ in a,
^ J (T3 ^^
a 2 H
-H
U XU
en *o ^
.
CO E-"

TJ
o
•H
E
a
6
0







s
0 1)
Wl U
^ 3
in
C en
0 ID
•-t w
JJ 34
M .C
Wl —4
0 J= •
a  tr

m
en aj u
IQ JJ en
-H fl --»
Cu 3 T3











D




a


-------






















P-l (continued)
Stripping (V)
: Aromatics (D)
w C
*J ** 0
23 (0 -H
< V) JJ
E-i 0> 03
a o
0 -H
w ^w
a -H
c to
O OS
•"I "—I
-u U
03
Ll r-l
JJ 0)
c u
01 -H
u e
C 0)
O JS
U 0





































>i
TJ
3
JJ



C
o
•H
JJ
a,
•H

U
W



X






<4-l
Oi








JJ
£J
01
a
0
CJ






rrt
3
VI
Results of

jj
c
01
3 •
-t L(
C J3
M CJ
TJ
(U
jj 0)
to O,
03 >,
3 H


>sO
•O 01
3 Oi
-U >,
CO 6^




05
y
•1-t
0>


03 .




o
*

















•
01
2i
03
a,
Li
Ol
JJ
to
Ll
• H










3





a;







0)
c
OJ
N
5
a
m

=
3
u-< "*
o X)
CO 03
O Cn
o
o
T3 O
oi o a
^j f^ r n
03 X. Z
e in
JJ • O
to n •
H v> O


£
03
01
JJ
to
A
95-99% reduction
stripping.

£
a,
en

<""> 3
-H 0
• ^"H
O vw



00





°1
CJ






0)
N
C
0)
a .
— * fN
1
a
i
a
O T O o •'•q-
*




















Steam strippabie.










3





ce

 3
0 O
' *~^
O u^



Q





U
*
fa i
01
c
0)
N
c
Q)
0
Ll
0
j£
CJ
oil "3"
1 1
a
c
VJ
0 0

1















•
0)
03
a,
••-I
Ll
e
03
0)
JJ
LI
•H










3





a:



i
0
Ll
0
JT c
U 0)
-1 N
a c
1 01 1
S -0 0

I3
i
Q
i
a

u
&.
(
o
Ll
0
—I
f^
2-Dic
nzene
• OJ

^
i
a










1
a
•H
Ll
jj
to
Ll
—t
80% reduction by
Ping.-.










i
a

Ll
JJ
to
Lj
03
yO-u induction by
ping.

^^s ""^
Z

o o
• l—i
O ~H
O ^



a





CJ
fa
(
0
Ll
0
r-t
(~t
U 01
•- 1 C
a 01
.1 S
T. C
• 0)












1
a

Ll

to
Ll
03
80% reduction by
ping.
"5f""

^
S

O 3»
0 0

O aj



C2





CJ
i.

0)
C
CJ
N
£
5
J3
x;

^ X5 U |^
en
1

i















€
0>
X!
03
a
a
Li
to
03
0>
to
uj
Li
<
>*


i



1 i

fN |
Q O
> o
0> Ll
QJ O
CO <4-l


£
03
01
jj
(0
86-93% reduction
stripping.










3





Q£


01
C
0)
N
c
01
rH
Jj
a
c
en

n 3
-< 0

O iw



CO





CJ
a

0)
c
0) •
N
c
3
JJ
M
O ^H 
-------
TJ
OJ
3
C
C
0
U
























*— *
a
s«« "-^
>
"•^ C/5
o
01 -H
C 4J
•H (0
a o
•rt U
H <
4J
CO
c
•• 0
Ul --4
Proces;
iif icat
vt
C Ul
0 HJ
•H -H
-> U

U rH
JJ rtj
C O
U -H
o e
0 JC
o u














*J
(X





Ul
4J
c
0>
g
0
CJ




•a"
3
4J
C/l

VM
O

ai
jJ
,_4
3
01

ai





>J c
TJ 01
3 3 •
JJ rH W
„£ *
oj « a
0 -a
C 01
0 JJ 01
H w a
JJ HJ >i
a s t-
.H

o >*v
Ul "U 4>
oi 3 a
QJ4J >i
V3 fr<



J3
•"^
flj
o
• H
e
0)
0

13 .
O
z
„.
^




















•
0)

J3
«3
Q^
a,

^
JJ
0)


0)
4J
w
o
(N
1
0 E
in a,
v a


D





a


0)
c
01
N
C
(U
^3
0
JJ
• H
z •
1 _ J
Q ^
r-l



Ul
C
_. 4
r^ f
\ t
Q 0
> U
oi u
0) 0
C/J 14-1


§
01
4J

^
.a

c
o
••^
JJ
CJ
3
*o *
41 O
W C
*> C
01 Q
O"i •*-*
1 )H
CO 4J
Cfl W
a
en
^H 0
3 ^w


w





CJ
a,






01
*
u
^
j
CO
LD
i _j
Q ^
m
^
i

u
c
^
c
i c
Q C
> U
41 H
4) 0
CO ^









C
0
•H
JJ
U
3
"O
01

oV
fN
CPi
1
f!
^
1
n 3
-* 0
• r-l


CO





CJ
a,






4)
"
;
r-(
O
r^
<0
Q ^
O
T
Ji vo















,
0)
j3
/M
a*
a.
•H
W
W
U)



(JJ
4J
01
Lj

^
'"-*
*




=>





&






41
C
4)
3
"™H
0

1 _J
Q ^












1
a.
-H
JJ
ai
ti
.-^
tJ

^
j2

C
0
• H
JJ
U
3
tJ
0)
U •
tr
o*> C
o •-•
in a
T) 	
»7
s
o


a





CJ
cJ
1
0

^-
"o
-< 01
^ c
6-1 01
1 N
• 0
•H i-l
CO
Q "*
O
en




















.
4)
^
^
TJ
a
a
-H

4J
Ul
g
^3
0)

VI




a





a
i
0

o
H 4)
M C
E-, ai
1 N
T C
- 0)
IN J3
- 0

J>
Q *"

T?
0
J






















































, , ^




                                         E-97

-------


.














E -1 (continued)
Stripping (V)
: Halocarbons (F)
u c
J -0
a tn -H
C-> 0) TJ
u u
0 -H
a "H
c/]
o ^
-»-* r-t
JJ U

Ll <— 1
JJ ,
3
jj
Results of S
T^ d)
3 3 •
C/J u-i it]
C -C
«-j rH O
0 -a
C OJ
O JJ 0)
•H I/I Q.
JJ it] >i
a s E-
•»-l
V-j
o >>*->
(/} *rj Q)
O 3 CL
Q JJ >i
VJ £-"


. , b
lemical
CJ
"o
•z.
o

O













rH

fTJ
a
•H
JJ
U)
0)
JJ
w
•H






^





OS


,
0
omodichl
methane
* 0
m V4
1 rH
>






a
6-
w
•*••
tn
nj
O




Air strippable.






!3





tx


d)
C
omome tha
£
j ^
>
c^
M
"J
S a>
a o
-" ^
eg j;
" E CX ri g M
>i CL CU fN CL 0)
*J a o a j=
**H O rH 4J
^ CN O C- 0
nj rs _i | f\j
3 O in -H -H tn •
U* CTl rH • >> • 3 4J
O JJ vfl 0 C
J^ 1 1 •-( rH U 4)
41 1 73 rH 0) W
•w y Q -H i s u
jSOo-ncjrHSti
3! EiOQiUjUZOi
£ CTt rH vO rn ^>
0 • -~~ ....
4JO£rH(^fN'r ^
jJCCur^r^r^^D n
0 0 Cb •-( r-( lH T T*
CO CJ ~-


T3
1C O VyO l."^ f*^ VO
<1J ....
£. • --* ro n in CN ^H
lHCJ£rH^OCOfn O
HICOlfNrHrHPn rr,
>OQ<<-Hr-trHfN CN
o o «^
1 1
*U -r^. j*; (j) nj ^3 fij T3
tStf^'O -PUOitJ 4JJHO^
C/ ^^ QJ f"! CO rH '^ 4J Q) -r^ 4J ^)
•f _ « • • • 3 -H js o S^H ^o
1H 3 IW CN CN in .. X V4 -H •• X U -H
OJO i^l'513 fl
^J ^"^ O ^* ^^ ^^ O i«J f^ ^3 ^j f^ kj
£ C «J
OU -H 4J
a E it]
V. L|
CN rH
m o (U
01 in 
o












cr»
1
o
CM .
C
E ~H
90% evaporation fro
min with air stripp






D





;



*-^
Loroethar
£
J
1 "*
x,
0








a.
&
.j
IQ
tn
<
i
m
^

—
5
^*


in
c
^^ ^i
' n
l> U
o M
01 O
W UH
E
O • —
4J c a, o o o
o o a
03 0 ~


T3
tj r-i ^ n
0) ...
^: • — . m fN 03
W O = 00 CO fl
-. D ro CO f-^
J= 0) ...
ti 3 HH 
E-98


-------
01
3
C
0
u
    >  c
     D*  M
     C  4J
    •H  O
     a  o
     a  r-i
    CO


     ..  o
     01 -H
     U} JJ
     01  "3
     U  U
     0 -H

    a, •-(
        w
     c  w
     o  m
     c  u
     4) -H
     ^  8
    cS5
0)
CC,




































•0
3
jJ
CO

iw
O
C
0
jj
a
u
u
w
S



j?
















V)
JJ
c
01
o
CJ





fM*
3
CO

*w
o
w
4J
^H
3
Ul
01
a:






0)
3 •
^ ^
U-l It)
C -C
M CJ
01
en a
(0 >
s e-
>>y
•O 0)
3 a.



3
,-1

o
•H
1

CJ

HJ .


o


m
en
U)
~
e
5
5
O
Wf
0
^4

rn
i
$

01
4)
CO
E
0 • -~
•u 0 S
jj c a.
0 0 CU
03 cj C?


-o
0)

i^ O £
> o a
O CJ —



TV # T3
J c
in -i-i
<-^ eB> S
' |
i
|0 0 -q

j . w* ^
"] ^N













r^ ^ co ^
• • • •
co ^n ^r \Q ^D
r* m -t .H
n CM


eo (^ o en en
• * • • •
O ^ i/) O (^
u^ M3 v0 (N r**
n (N rr rn U3


1 1
jJMo'S Swo'fl
•H JJ 0) -H jJ 01
(^ CO *H 3 ^ -C 0 3 *H f-* Q
	 X U -H •• X Si -H
04 (N in co ^ 3 o) JJ t/i en 3 eu J^
















'is y
















01
rH
X)
ITJ
a
a
•H
^4
JJ
«
£
fn
4)
U5

l4

^
•H








3



cs

1
p

•^
f^
-C O
o c
a A
1 ^1
» JJ
M 0)
1 
i 5 u
5
u











i
o c
CN -H
s a
a
E -H
0 W
U-l U]

C M
0 -H
--t m
'O ^^
H JJ
0 •-•
a 3
> c
ij -H
S

o <*i
^^ OD








-,



&.
0)
1 C
•H 4)
Q r-<
1 ><
(fl j=
C JJ
ft) 0)
W 0
JJ 1-1
I 0
 -H  m
^.
S »H TJ
a E oi
a 01
o ^
in in eu
• (N C JJ
rt — i fl
^o e& s 1-1

M



CJ
IX

i
0

0

j: cu
u c



















































•H CJ
Q -H
1 >!
rH J^
» J.J
-H 4)
1 TT i
Ct< ^~i
> >


                                                        E-100

-------



















"0
o;
3
^
•H
_J
0
U
>H

U
U
CD
£-1















































— »
5t
~- en
> c
«-' 0

tT W
C TJ
•H U
a o
Q,'-«
•- 1 
3 a •
JJ i~H ^4
C/3 VM (0
C J=
U-l M CJ
0 -D
C 01
O -J 0)
H in a
JJ fS >«
a s H
H

O X^
tfl T3 0)
o> 3 a
Q JJ >,
W H



ja
^
10
o
••H
E
0)
u

(C .
0
z
Ul
31
3
O
0
0
M-l
n
I
0>
0 • —
JJ U S
jj c a
o o a
CQ 0 —


•o
ITJ
0>
w u "i
oi c a
> o a
o o «-


73 ~
n of T3
0) ~- 0)
J= 01
w 3 "-i
01 0
> ^ U-l
O "4-1 O
a^H T3
a s oi
01
en O «-i
• in
O (N C
O -H
CO  n
t-t ^H (N rH




oo o in o C0^3-< £0 3--< ^:O
	 X W •-( » X ^ •-(
Oj fN i/^ ro ^ 3 U JJ i/lCr^3o*J
• • ^H I> fQ • • ^ > fQ
fNi-H'^OW fNO^O^


dJ

*0
u
M
o
01
c
03
JJ
0)
E
o
0
I— 1
•u
Q
! UO
t, rt
>








- , , . •. .. .





u
























































E-101

-------























«•* *
CL.


"» s-* U)
•o > c
cu — o
3 2
C. cnti
•H C (0
JJ -HO
- CU 0
o a^
(J -H Ifl
— US
•^ u
w
u
CJ C
J -0
05 tfl H
< cn jj
S"* ^ 'TJ
u o
0 -H
a, •*
c cn
O U
•H r-4
•u CJ
13
W i~<
JJ (0
C U
CU H
o e
C V
86












D


































>*
3
jj
co
tu

C
O
H
iJ
a
H
1-1
U
to
11


_£







(t




cn
a?
£
c
O
U







2*
•a
3

C/)

IM
O

tn
4J
.— I
3
cn
cu
a:



^
c
!



>, o
"3 a




*"^
a
•H
cu
D

o
2
0













O
vx3
1
O
CM •
52 C
C
B "*
o a
SH O,
U^ -H
w
C JJ
0 w
•H
(0 •-»
Wl (0
Q
fl 5
> -H
0) 3
<*> c
O -H
cn s








a




a
i
ji
jj
cu
£
2
0
JZ
o cu
•-^ c
Q 13
1 v£
>
a ;'o
w -^
in
•u
1
















 U

H
- 3
1 1/} m





Ul
i— i
.a

a
a.
•H
M
4j
CO
g
n3
cu
iJ
cn
^
^
•- <








D




a
i
0
u
O
^ cu
-C C
u cu
Q >,
i a.
(N 0
f~i p .
1 CD
>
£
0 • ~
jj o S
•u c a.

£0 CJ —



TJ

CU

W O "g
CU C Q,
O CJ -S1


"§ «• ;o
CU »^ 4)
CU O
> .H UJ
O «w O
c
Q. \
f~4
cn o
m m
-* C&  re
ftT ~" ' J
2

•o
cu
cu
1W
-
CJ
oT



cu
•o
CU -H
CU 0
^ ^
^ u
4J — (
a Q







. , ~ • -


\ cn
' ?


























































E-102

-------
0)
3
C
•H
U

0
U
3






























"^
ft*
^ w
> c
J4
Cn Ll
Strippin
: Haloca
c
•• o
tn -H
in jj
Proce
>if ica
VI
c. in
O "3
•M r^
JJ CJ
ffl
Ll "4
jj fd
C U
4) -H
0 E
C 41
65


















































>i
T3
3
JJ
in
<44
0
c
o

a
Ll
U
tn
41
a


_£









1 i
U-l
a











tn
jj
c
4)


Q
0



^
T3

^J
C/l

*W
0
tn
jj
r4
3
tn
4)
a:
c
4)
3 •
-H Ll
144 ITJ
C £
M CJ
TJ
01
JJ 41
tn a
3 E-
^0
3 a
w £


1

•""f
ITJ
o
E
41
-C
CJ

TJ .

0
z
jl i£> |O O Li L-i
| ^
i
__ i
£
Crf
> ^
AJ O
—I 00
-a T
3 £ £ £
cr a a i a
a a a
Ll >
4) in ro fN jj ^f
JJ — 1 O • -H VO
nj vjO r^ *••* c m
3 •-* ^H -H vo
01 1 _l
JJ 1 1 TJ 1
tn Q .*
(TJ O CJ X -4 -1
2 cj fi a < o
41
CT* £
iTj 0 • •— . fi
Li JJ U E •
41 jj c a o
> o o a (N
< O CJ —



T:
41 m
0^ 41
LI LI u "E .
41 41 c a ^
> > o a CM
< o u *--!


41 HJ "c
CT1 4) "^ CO
Ll Ll 3 \ O
41 41 0 i-<  > r4 S
< O L*4 —
iu u
*44 £ JJ -H
41 o a * m E
tr> a 41 LI -\
14 CJ  0 m 41 >H (N
i4^ W T S* **4 0 (^



M


CJ
O,



0)
T3
0) -H
C Ll
01 O
rH rH
^"t J^
-C O
JJ -1-1
a a

a. °i
>


1
















41
4) Li
O1 3
(tj JJ
Ll (TJ
4) L|
> 41
IT] a.
E
£ 4)
jJ JJ
•H
3 LI
41
C 3
0 0
•H JJ
JJ
cj en
3 C •
•a -H a,
41 °p
L, a -H
•H (N
0»> 14 (N
0
Hi
003
0^0
r~ •->
CO S> <44



M


CJ
oT



4)
-o
4) -H
4) O
~-l -H
^ ^
-C U

U Q -
i .
' r^


















41
— l
J3
TJ
a
a
•F^
Li
JJ
tn
fl
41
jj
in

14
•H





3






1
0
Ll 41
0 C
^ 0)
jC •*•*
CJ 'O
(TJ (TJ
X JJ
4) 3
S J3

f.%






















^J
fQ
0)


j^j
jj
•H
3
tn
4)
N
Polymeri





3


^



1 1
0 «J
14 JJ
0 C
s s
U 0 4)
nj ^ C
X U 01
4) >l -H
S CJ T3

£0,








,
W

c
m &

1 §
Cu 0
> 0

41 Ll
41 0
OQ «4

S
0 • "• CO
jJ CJ g -00
jj c a vo
o o a
03 CJ ^

T5

T3 jJ
(^ ^J,
0) 0
~ • — » a
LI O S 41 <» VO
4i c a LI •
> o a o en
O CJ •-! jJ m
O
2 1
TJ — . JS 4) T3
H) df T3 JJ LI o nj
4)-'4l'ylcO.H JJ4)
J= 0) • • 3 -H JS 0
L| J 144 (N  •-. >44 . . * > nj
E H JJ
a E i
W. Xt
CJ 4J
a, a)
1 4Tji
> ^





t
CO
-JJ

QJ
§(^1

Cu O
> CJ

41 14
41 O
CO "44

E
o • •—
JJ CJ E
jj c a
o o a
CO O —



T3
(0

"M o "e
4> c a
^ ,9 cu
O CJ •"


Overhead
flow (%
of feed)
E -H
a E
a x.
00 ^4
E
(N O
»H m


^
3
—

ri
3
•j














CO

o o'






CO CO
en m
co en


ft CO
(N (N
0)
ItJ
Ll
TJ
41
41
H

CJ
oT
fl
Li 41
4J C
4) t}
E^ j"
1 JJ

-------
•o
V
3
C
•H

C
o
o
a

H

ffl
     >  C
     C  'O
     •H  y
     a  o
         c
     ••  o
     tfl -H
     M jj
     01  rg
     O  U
     O -H

     a. -H
         w
     C  M
     0  HJ
     •^ ^-4
     -U O
     (0
     >•! -H
     4J  IQ
     C O
     II -H
     O E
     c a
     O -C
     o o


























>
T3
3

CO

M-l

C
o

JJ
a
•H
Ij
O
w


41
a:




en
c
e
5
0
0


•a
3
4J
CO
0
(/I
3
VI
CO
a:



4J
c
(jj
3 •
"H hi
«-< ITJ
C .C
M O
T5
jj
4J Q)
O Q<
fl ^*!
S f«
>o
•O 01
3 a
M £*

jQ






^•1
«J
o
£
JT
O

nj .
O


2

LH












g
*j o "e ^
•u c a o o ^
o C3 a
OJ O ~


«
0)
x: • — . p» CD in
u o g . .
CD C Qi fM in (N
> 0 CL (N WO^ (N O  o
0) 1-
cu 0
£
o • -~
4J U £
JJ C CU
o o a
03 a ~"


«3
V
I «'s


TJ -^
/o o* -a
4) — CO
j; CO
u 3 IM
oj o
> FH 



en p» rr r» tN
>H (N TT fNJ

1 1
£91 T3 JS CO  (0 • •  (0
rj^i^OM  o -*








.. . -





1
















































                                                            E-104

-------
•D
Ol
3
C
•H
Jj
C
o
o
^"*
-<
u
ft]
J
2
6-















-^ V)
> c

Jj5
0> hf
c a
u u
O -i
hi wj
a, —i
V)
c en
O ^
4J 0
hi rl
JJ 10
C U
o "E
C CJ
0 £
0 U
























^
^3
3
JJ
co



C
0
•H
•jJ
a
•H
hi
U

O




.c










(C


u-t
01





U)
JJ
c
01
0
u
•a
3
JJ
W
0
w
JJ
^^
3
U}
(U





C
0)
0 •
^ u
U^ ItJ
C «
>*u
•O 0)
3 a
jj >
w E-



3
tf4
<0
o

E
01

o


.
o
z

0










c
s •
^ fN
0) 1
3 o
a a?
a
* c
w v(*
E C
(0 ^
o> -H
W (0
x^
08 0
Q.
hi <0
•H >
< (U











a


a:





o

0
-i ID
J= S
u o>
10 r-l
^ >.
jj .£
(U 4-*
EI 0)
I r-
Eb (M


0










C
* i
o
 -H
(0 iQ
^4
- a
M (0
H >
< 0)











3


«





3

3

2 O
U C
ITJ (0
.4 J£
J JJ
) ttJ
E-i E
i CO
fe rj


O












O
I
j









V
 o a, ^H
o u —


i
rO (# "Q JJ hi O 10
d) ~" iU 'H JJ D
J= (U 3 -t J= 0
hi J 04 •• X hi -M
DO tft Cf* 3 41 JJ
> '-f <*-! • • rH > 10
O 

c
1









c
o e
W ^
, o
V "*
I—* 1
•9 °
lO 
< 0)











3


X



1
0
.c
u

hi 01
£-• C
1 (0
<>t ^
% XJ
i— i (U
> 0
r-l hi
1 IN
ii m


S cr
I 8
o
o
hi
0
U-l

n
i
w
£
0 • -^ (T>
JJ O 6 -<
jj c a •
o o a, o o o o
m o -~
T3
^ CJ 6 ^y ^* ^o f^j
> o oJ^ m ^ ^
O CJ »~


1
T3 '^^ ^? 0> t3
(0 «* 'O jJ hi O fl
0! *- OJ -^ JJ 01
"Jl J *4 . t . .. X hi -H
> — I u-i , r* > ig
S \
Oi i-l -O
a, s 01

TT O «-l
•— * in 0)
• 
E-1Q5

-------
T1
CU
C
.1
c
o
o
^^/

fH
1
u
w
J
2
EH













— CO
> C
~.s
O> k
C <0
-H O
a o
CU rM
•H (0
* S
JJ
w
• •
c
•• 0
co -H
CO JJ
CU 10
o o
0 -H
04 -H
co
c ca
o 1
rs
3
JJ
vi

«-(
O
c
o
•H
JJ
a
o
co

£










co
jj
g

cu
1
o
U



•o
JJ
en
0
co
jj
i-i
3
CO
S

4J
C
cu
3 •
--( U
X-l «J
C -C
M 0
-a
,"
•a eu
3 a
w e«
j
^
(0
u
'g
cu
*C
o

0} .

o
z













§ .-
sgao
O O 04
CQ U -—I

T3
CU -H
JS • ^ •
>-i O E vO
CU C CU VO
> o a
o o -H


i
*O *^ «C CU 'O
(0 * TJ JJ i-i 0 <3
V ~~ II) •* JJ CU
£ 4) 3 -H JS 0
V4 3  _| (M • • rH > fl
OU-lO*" rn O
U
o
en












* c
0 •«
CT^ £
cu *&
r-( 1
JO 0
nj cv
a, x
S-B
>-i a
CO IJ-I
§ c
i o
CU -H
jj jj
CO <0
1-8 0
a
M fl
H >
< A)












^


(X


O
14 CU
o c
i-t CU
s ^^
O >t
H jr
^ jj
H cu
i

S

CO
g
cu

T1 0

b 0
> 0

CD W
CU O
M 
fl i
H J3

-" CU




. , , -.




>
O
in












of C
o —
• CM
CU vO
^H 1
J3 O
HJ fM
a z
cu
*^ E
>-i O
JJ )-i
ca VM
€ C
9 0
CU — (
JJ JJ
(0 (Q
M
- a
U HJ
H >
< 11












^


Qi

1
0

O CU
-4 C
O JS
•H JJ
M CU
EH S

fa £
=
jj
5


















































E-106

-------
cu
3
C
0
u
u















— N — *
> X
v-* •*•»

CT> W
C ^H
•-* 0
a. c
a cu
•H £
it a.
jj
w ..
c
•• o
tn •-(
U} JJ
cu us
o u
O "H
a, -H
tn
Vi
C (f>
0 <0
'2 a
iti
M >— i
4J IT)
C O
0) —1
0 S
C QJ
0 -C
O 0







1
U-l
i
a

tn
c
H)
0
CJ
3
on
VM
0

tfi
4J
— (
3
Cfl
OJ
ai






jj
H c
tj 01
3 3 •
4J ^H U
(/) 14.1 2
U-( HH CJ
0 -0
c cu
o -u cu
H tn a,
.U IT) >,
0, 3 EH
•-4

O >
01 3 a
a *J >i
W EH

jQ

U
cu
JT
O
TJ .
O
z
o
J>









cu
>— 1
^2

0
!Tl









CU

^Q
ti
a
CM
•H

4J
tn

S
TJ
cu
jj
w










3





«


rH
O
5
CU
3
•4
0
o
1 fN
>



^
J













































....



                                      E-107

-------


















TJ
 (0
^* 0>
-H
en o
C 3
•H C
a >i
a r-l
-H O
LJ f\
M W
4J

c
•• o
W -H
tfl 4-1
01 (0
o u
0 -H
U K-l
a -H
(A
C 
0 J=
0 U







UJ
01
a:


























>H
•o
3
4_>
CO

IU
O
C
o
H
JJ
a
H

u
10
(U
a


-c







to
^J
c
01
0
u
>.
T3
3
JJ
CO
tt_.j
'•W
O
CO
4J
^^
3

2 e-


xo
•O 01
3 -a
•u >•
CO fr.


— t
(0
o
• H

(0 g
V4 

—
'J~
3
-J
3
u

















































E-108

-------























•o
01
3
C
•H
J
0
u
_,
1
w
23
g











































M
M
—
C
o
OJ
2 <
X M
Ed r-i
0
•U £
C 0
0) U
-1 <
0
c
•• o
in -H
U) -U
01 03
o u
0 •->
kl *fc^
0. -H
c M
0 03
•H ^
AJ O
03
u •— <
jj 03
C U
0) -H
u e
C OJ
O £
U 0










U-l
01
a:










en
c
0)
3
5

•o
•3
V)

0
sn
jj
-^
3
01
a:




jj
^i C
T3 0)
3 3 •
JJ rH U
VJ u-i 03
C £
UJ M CJ
0 -a
c at
0 *-> 0)
•- ( u) Oi
•u a >,
a 3 e-


o >."
tn -a 4)
V S Q,
a .u >,
en H
J3
*— H
03
U
e
01

o

03 .
i

P**

« =1 -
>* o r —
JJ -H J, ^O T3
3 jj ^ 0
01 03 tj> r-l
C C C •
•H -H O
t-i M en u
O 0 3 S
c j: u uj
O U 4) " '
-H >, JJ H
4J X 03 -H JJ
y o » o
03 0) C 01
U T3 JJ 03
•u a» tn x g
X N rtj 01 C.
Cd -H J js 2





0
^J
u
Ml
u
<*>


Qd
a
yrt
CO
PM



M





u

J



^J
o
c
IB
5
u
M 1 .
M < -1


~
3
J
^
3
u













































•*•'•"




E-109


-------


_
0)
.^
•^
O
^^

fl
1
Cd
,4
2
f*











c
0
•H
Jj *-.
u o
JJ CO
X U
a ••*
jj fl
g§
> ti
fi <
0
CA
• •
C
.. o
CO — 1
M JJ
01 fl
U U
0 -H
M U-I
Ol -H
c cn
O fl
JJ U
fl
W ^H
jj «
c u
OJ -H
U-l
11
X.











































•o
Jj
U)
0
c
0
•H
a
•H
CJ
cn
Q
















cn

c
0)

8




>,
y
jj
CO

<4-l
0
U)
jj


cn
cu
tt






Influent
Char.
•o
0)
cn a
3? e*
>,"
•o 
M H


£t






fl
fl
U
E
01

u
fl .
0

z
o
























0)
^H
fl
JJ

'3
cn
^

OJ
fi

fl •
jj jj
u c
fl 0)
n >
4J fl
x o
u cn




=>


OS






0)
0)
N
c
0)
ffl
M 1 fl
M a
>

(N
1 1
C >
fl JJ
i e 3 u
01 J2 Q
jj o) o ce
cn c cn
fl OJ -H -
3 w -» •
>i CT P* *C
u-i JJ C O 01
O cn -H fi cn
cn • 3
c S 3 O
O 0 ii ^
•H U 0) 3C 0
^J ^J ^J "**^ ^
U 3 V} U
fl n JJ >- fl
l-l 0) O l-l
jj JJ fl OJ JJ
x fl «-i c x
63 3 3 f* 0)










C
O
• H
JJ
U
3
TJ
01


(*>

J=
a. «
o *
(N


H


O
^





4)
0)
N
c
CQ
M 1 CM
M Q
>

r-
(N (N
CP ~> 31
0) C fl
= -i O
OJ f) ^H
rH 3 • •
0) = -
c --^ *-^
0) in r-
>, o -al > o 73
JZ kJ il 0)|— l-i .• 0)
jj 0) 3* co
0) JJ \ 3
fl W
u-i 3 • — Vj
00) 0
Jj 0) JJ
c cn c u
O fl 0) fl
•H 3 fl kj
JJ >1 Jj
O J= JJ X
fl O 3 0)
kj C JJ
jj 01 0 CJ
X 3 cn a
U O* -H OS










s
0
•H
JJ
o
3
-a

JJ 0) O «i
0) JJ II 3
fl 3

O 0) W C
jJ ^ jj
c cn u
0 fl 0) fl
•H 3 C U
jj fl jj
U £ JJ X
fl U 3 0)
U C JJ
JJ 0) O CJ
x 3 cn q
M tT -H 06










c
0
•H
JJ
U
3
'O
01
Ul

«p
f--

M a
>
o
^




















Cf
a
cn
3
.
O •
C 4J
o e
U 0)
jj ^
c o
a) cn
3
fi £
t4 M
>*-l O
OJ ^J
o
s ^
a, o
Q, fl
j=
i*l O

1
a
o
0


3


&


0)
c
0)
N
C
.2
0
0

f
M i m
H a
>
o
o
cn 3^























0)
^™H
jj

jj
••-I
3
cn
3

0)

JJ
fl •
JJ jJ
U C
fl 0)
n >
JJ fl
x o
u cn




3


o:




i
0
M 0)
0 C
fl 























01
^^
o
fl
JJ
•H
3
cn
3

OJ
fl
JJ
fl •
JJ JJ ,
u c
fl 0>
l-l >
JJ fl
X 0
u cn




3


«



1
0
jj
H
C 01
a o)
1 3
^T rH
- o
(N 4J
M i r»
H a
>
o

& I -r,























0)
^.J
ja
fl
jj
•H
3
cn
^

0)
rH
/^
fl •
JJ 4J
O C
fl 0)
n >
Jj fl
X O
U Cfl




3


ai



i
O
JJ
C 0)
•H C
Q 0)
1 3
VO *H
- 0
CN JJ
M 1 00
M Q
>
•J
•£,
•"
-J
^
(J

























































£-111

-------
0>
3
C
•H
JJ

0
o
.1
a














M
M
-*

C
0
•H
JJ r-»
0 Q
fl ~
^4
JJ (0
X 0
a •*
jj
i i (ft
*• fy
c s
4) 0
> H
•H <
0
en
c
•• 0
01 -r*
W JJ
41 fl
O O
O -H

& *H
,
t3
3
CO
i
a 3 e->
-H
^
O >»°
in -u o>
41 3 ft
Q 4J >•
CO 6-



J3
rH
fl
O
41

CJ
fl •
O
2
r-
(N



1 1
(N C
1 01
a E
M E
M O
> CJ
4) W
41 0
CO «H






,
C
0
•H
JJ
o
3
0)
V4

0p
r*
cn










M




O
41
C
0)
N
C
4)

•£•
Cd -
MO"*
>
C
0^












41
J3
fl
jj
•H
3
W
X
j

41
»H
J3
fl .
U C
fl 4)
W >
JJ rH
x o
Cd «










3




*
01
C
4)
N
C
4)
rH
JJ
Cd
M 1 Q
H a;;

o
c>












«
2
fl
Jj
.^
3
UJ
3

41
rH
jQ
fl •
0 C
fl 4)
V4 >
JJ rH
x o
Cd O










3




OS

1
0

0
H 4)
A C
U 41
x e
S-0
M Q^
>
o
c>












4>
.Q
fl
JJ
•H
3
X
3

4)
rH
X)
fl •
u c
fl 41
W >
JJ "4
x o
Cd U)










3




*
01
C
4)
N
C
41
X)
0
JJ-. .
z
M 1 fM
W Q rH
>
^
rN



tn
fN c
1 01
Q £
.. ff*
M O
> 0
41 M
01 0
W 
'0
; o^












41
^J

fl
jj
•H
3
X
3

4)
rH
,a
fl •
0 C
fl O
^ >

X 0
w w










3




a:





4)
c
0)
3
rH"
O '
^ ' ^J
>
^
CM

i
^
ca M
n c
1 01
a s
M £
M 0
> CJ
0) W
01 0
CO KH



<
S
0
•H
JJ
CJ
3
TJ
41
)H

VO

JJ rH
X 0
cd cn










3




OS
01
c
fll
1 *
•^ _
V4 ~
fr* ri
' 0
. ^
fN
" jC
u
n Q^
>
^
IN



W
JJ
( 0)
a s

M 0
> 0
01 )H
a) o
CO <«






c
0
••H
Jj
u
3
-a
*

^P
p»
ffi
A










M




a






41
e
0)
rH
X
Mi-


' r^j



X
V C
1 O>
a E
M £
M 0
> CJ
0) Vi
01 0
00 IW






c'
0
•H
Jj
o
3
T3
41

£*>
pS
^
A










M




O






4)
C
41
rH
X
M Q S

i 1
•~v

,-rf
3























































                                           E-112

-------
      o
 2    *  —
 c   S£
C
q
U
i
U
C   01
01  J5
>  JJ
         c
      ..  o
      U) -H
      10 JJ
      0)  fQ

      y  U
      O ••«
      M M-l
     Ol -H
         V)
      c  in
      o ,
'O
3
jj
CO
U-l
0
tfl
JJ
^H
3
co
0)
a:





JJ
c
01
3 •
^J I.
u-i nj
C £
M O
•a
V
JJ 0)
en a
* >
3 E-
>,u
T5 0)
3 a
JJ >
w e»

i
^
n]
O
•H
£
0)
£
CJ
1
£.
i 1
01
3
0)
rH •
J3 01
03 C
jj 41
0 N
.
W i
-H JJ
,00) J
M 1 1-
M U "^ >•
> :




u
0)

Jj
0)
1— (
>,
jC
^
01
>
0)
^H •
J2 0)
nj C
JJ 01
O N
03 C
Ui 01
jj J3
X
U uD








3





a:
i
0
M ^~4
o >.
H a
C 0
J S Wi
i a 01
M 0 —
-1 W JJ
Q -H Cd
^ W^
>
1 W
*J
D









































                                                              E-113

-------
•o
a;
3
C
•H
JJ
C
o
y
Ed
U
J

3
























.f^
H
M
£>
>^

c
0 ~
•H b,
JJ — '
y
fl OJ
H C
•w 0
X .0
U l-i
fl
JJ U
S 0
o ^
> fl
ft S
0
w
c
•• 0
OJ -H
UJ JJ
d) fl
u y
0 -H
U U-l
a, -H
OJ
C M
O fl

JJ CJ
fl
t-1 fl
JJ fl
c u
dj -*4
y £
C 11
O JS
CJ 0














J
D
si











OJ
JJ
C
0)


(2





^
tj
3
JJ
cn

q j
O
OJ
fi
3
OJ
u
o;






jj
>J C
1 S •
JJ fl U
co >*-i fl
C .C

o — 55 —
C l
a 3 £1

U >



j3
fl
U
•H
£
0)
jr
a

fl .
0
z

o
3>




















•
OJ
y
•H
C
fl
CT*
W
O

OJ
i
c
•f^


yc
•Hfl
•OC
ou
£0)
0£

caw
M t f|
>
o
CTi




















•
OJ
y
•H
C
fl
CTI
u
0

JJ
01
O
c


OJ
rS
J2
3

"o
to








3






ctf




V
fl
Jj

c
Q
£
O

CQ
M 1 OJ
HH t
>

r»

0 0

^ o
, *J X )-i
JJ X fl 0) JJ
O O 3 £ X
fl 0) -H 01
i-i TJ JJ >i
jj a> oj j; y
x N fl jj a
u •-* 3 v ai











t
0
•H
JJ
y
3
fj
01
^4

oV>
C>
V
a
U4
o
o
CN

.



M





CJ

T

H
fl
M
>.
X
»*H
T3
^
0
fi
f~
u
H dL
>



















•o
c
fl

OJ
fl
o

0
y
fi
\
3
01
fl •
A oj
fl y
JJ -H
U JJ
fl fl


X V^
Cd fl








^






a




4)
c
fl
jj
u
0

0

JJ*
u
M i "
>




















,
01
y
•H
C
fl
w

0

yj

c
•H



O

O

O
cri |^ r>




















«
OJ
U
•H
C
fl
CT1
^
0

JJ
01
i
c
•H

0)
ft
Q
•3

"o
w








3






ce



(JJ
c
fl
jj
01
£
0

0
ft
(~j
CJ
H I vO
>
1




















«,
OJ
y

C 01*
fl ft
tji 0
U -C
0 O
\ y
3 ^
fl
(U
•Q ff
« «
jj
y oi
fl U
u 

,,

i —
i 'I




















«
OJ
y

c oj
nj ft
a* o
u -C
^8
3 fl
fl
















c
fl

OJ
fl
o
JS
0
y
^
fl
\

D
ft
XI OJ
fl y
JJ *H
y JJ
fl fl


X M
U fl








3






05



1
0
u
0
2
u
•H D
a c
i fl
pH ^C
* --J
fl «
M j 


O




































































                                              E-114

-------



•o
CU
3
C
jj
C
0
CJ
*••'
rH
I
Cd
U
*J
2
£H














c
o ~
Jj —
IQ cn
H C
JJ Q
X JQ
U M
<0
JJ CJ
c o
(1) rH
> 10
rH S
O
CO
c
.. o
cn -H
cn jj
CU (0
U 0
O -H
a, -H
cn
c cn
O ^3
jj U
fO
JJ (0
c u
u e
c: 
(0 >i
3 E-
>U
'O CJ
3 a,
«iJ ^_
CO EH




3
rH
10
o
•H
CU
u

1 ^
0
z
o
in





in
. jj (T3
i 0 'H — <0 3













T3
C
<0

cn
"o
0
u
rH
10
X.


cu
rH •
JQ cn
iO O
JJ -H
O JJ
fQ fl


X M
M ti








2




a.



i
o

o
rH
A
CJ
•H CU
a c
(N J3
rH CU
M 1 O
M UL, rH
>
•H U 0)
jj c CN in jj
o c — •*-> tn
(0 3 U c nj
l-i u-i 1 0) 3
JJ 0 >
X >. — -H O
CU >>4 CJ O JJ
0 cn
C iO c C
cu w cu Q cu o
> flj C -U > -H
rH Q, CU r4 rH JJ
0 cu cn io o T
CO CO 0 U W U

1
Jj
• c
u cu
C 3
8S
jj cu
c
cu 
O A
H JJ
a cu
H 1 rH
H ii rH
>

O
£ ;n













.
W
±J
n c
1 0>

*H 0
> u
CU 0
CO >M







.
c
0
•H
JJ
o
3
T3
CU
^

dfl
J^
JN
A
&
a
o
o

rH


H



U
Ji







1
0 CU
wi e
o cu
rH rH
A >> "
U A
H JJ
a -> g
JJ 0
X ^4
cd m








2




a:



i
0
w
o
rH
j= cu
u c
3-H
f >l
rH £
> JJ
rH 0)
M 1 <*1
M a, ^
>
o

M
0

4J
cn

g

c

CU

JQ
3

0
CO








3




a.


01
1 C
H CU
a rH
i >,
CO A
C JJ
rtJ CU
^ o
JJ.. M .
1 0 .
CN rH
- A
rH O
»H 1 V
H Cb 1— 1
^
f
















.
cn
o
•H
(0
0

JJ
cn
0
E

C
•H

1)
^
_a
2
-H
0
CO








3




a

0)
c
(0
_f^
JJ
cu
E
0

O
o
a
M i LT>
M fa 'H
>
0





















t
cn
CJ
•H
C
0

JJ
cn

j£

C
•H

cu
rH

3
rH
0
W








3




CC



1
0
W
o

2
u cu
H C
a 13
i a
tN 0
rH 0,
M I ^
M fa -I
>
O


I =
^


















,
cn
CJ
•H
C
(0
CP
0

JJ
cn
0
E

C
•H

<0
rH

3
rH
0
CO








3




OS



I
O

o
rH CU
£ C
u cu
H rH
Q >.
I 04
(N 0
r^ Qj
M I ("*
H fa "
>
^ J
c.
0
u
•*•-«•































































E-115

-------
73
0)
3
C
0
O
e
o  r
•H  b

O
(0  tO
    U
    01 i— I
    0
    w
CJ
JJ

























">1
"0
3
—J
to

U-l
O
C
0
•H
^J
a
-i
o
10
,M




X
















-
•o
3
CO

0

UJ


—
CO
CJ
— -





JJ
c
01
3 •
— I U
lu 10
C -C
l-l CJ
'O
41
.U 0)
to a
(0 >i
2 e-«
>,o
T3 0)
3 a
•u >,



3
r1
(0
U
•H
E
0)

CJ


(13 .


o
z
1 '
Lf"l i"^ 1 IT) LO , C O
, - ^ ^ —
H~ w | •}. ! -' , , "i J. ' £
i' -a -> ! -» i ^-'•55 S
{, \ - - i i) .-N < o a -•
3 x ;/: ii -j , o ,"3= =- -c^cjcjl -
3 «- — = ~ , J — i .-a -N i- -J -j o C 3
= -N •= -1 = ,= = E — - • 0 Z 0 -T-J
0 — i — . o -3
•-* D O > 3
JJ C 1 "^
O = 0 0 0
("3 3 — ' !/J JJ
!l <*1 CJ
JJ C JJ 0
X > <* 0 - ••*
4) -t ja oi JJ
O 1) I* > iU
JJ «J C 13 >— I U
C fO 0) O 0
0) li S3 0 tO l-i
> « 0 Vi 01
— H a w *"o '•i jj
0 D I) >• •• <0
in in .* j: r- 3



c
I 0
J3
• M
O (0
C 0
0 O
O l-l
•o •
JJ >. S
C i 0,
01 a
3 (N
r-l *•* •+•
11 CJ
«1 1 1-1
oi o
>-* t
0) CJ
C -J
a) •• e
w e D
o a 3
w a "*-4
4) ui
^ Fl 0)



S
a
a

r*i



l-l



CQ

J
0)
"O
•H
^
0
rH
«C
o

^
^
j;

U
0
^

Vj
C
ui
n
i
*lu
l-l
1— 1
">

0)

CO











•
C
o
-•1
iJ
o
3
T3
a
!H
^P
f— \
CM
£
a
a

o

0




M



CJ

J


c
• ^
X4
*o
0) >.
C -C
0) 0
•-H W
>» 0

JJ *"!
w o
M ^1 03 |'M ^1 (Tl

> ,>
0
•J

Xj
0

1
fe.
M
^

OJ
0)
w
1
I 0
0 n

D >. e
* £. a
a
C eg
•H -> -f-
o
• 1 rH
U o
C — 1
0 0
U JJ
- c
01 JJ 0)
•H C 3
A 0) .-1
(0 3 ui
JJ i-f UI

01 *Ji
JJ 0) C
0) 0
T3 4) J5
C J-l
0 0) ifl
2 (ft U



a

o
rsi
ro



M



ffi

^




01
ro
cy -H
c w. •
OJ O
I— < •— (
^ _M
j: u
4J -H
CJ O
l-l 1 0
M CM CM
>
•^ en cu *J ^^ OJ *J o ^o * ^ «
T3 M CM OJ * ••• O 3 t/"l iO • ^H ^J
JJQ O^Hf'CJfO— ^O)— ^OTJCJ
C /") O li r? li Ui > ro O 3 ^J
O W 1^1 O £ JJ1 JJ C <"3 ^* *H 01
O ftj ro rl a 0) X -H "^ | M ^
UljraOO) "*"vwiT3CO
^OOO W E003-HU
jjio ii o^ — * -H a jjcow
3 ClIOXOOJO Oli
OJ 11 'H fN 1^*1 (0 i— H O W O ^1 * 0
JJOl-O- U OrtJ ITSP-IM
tO f^ 3 i-1 'XU 4j OJ rl g rl JJ ^*
fQ JJ iM » C 01 fr>J ^x -H 13 O rl 4J
3 0 O r-i i-o AJ in 3 4j jj jj co- .-i
U r*
'^ ' o
•Z 0 rl -H
J — .. JJ il
M Cj un c o
JJ OJ 3
C JJ > 73
> C 0 W
~f O JJ (0
O -H C a*
tO JJ 01 0 C"»
O > JJ TI
O 3 -H 1
0) to 01 

0) C (0 •O
JJ aC -H 3 0)

3 0^ Ui rl 0
i (0 •• j;

..  CM w
(0 — * 0 ^
"5 CJi CJ JJ ii
^
**T •
O d
CO © 1 C

i £ r~ e
<"""> a • \
. -c
JC U
JJ -H
Cd Q
M 1 rl
M Cti 
-
^
r


























|



.
to
o
•H
C
o-i
0

a
0


£
•H

4)

•§
rl
0
CO











3




«




t
O
H 4)
o c
-1 4)
JS -H
U T3
(0 <0
X JJ
41 3

M 1 (N

>




^
U5
U
JJ
10 CO
0 41
C JC
<0 JJ

2
•O
4) C
n nj

(0 to
JJ r-l
U 0
H 0
JJ U
X i-l
I'd iO











3




o:




i
0
^
0

jC -U
o c
•o to
X r3
01 JJ
•= 01
rH 1 ^
M fa CN
>
    o  o
    0  -H

    O.  -H
       (0

    0  "3

    JJ  CJ
    4J  rtJ
    Z  O
    0) •*
    u  s
    c  o>
    c5g
                                            E-116

-------



•o
01
3
C
-rt
Jj
C
0
u
^
1
ft]
ft]
J
ca
rf
E-
















C
O
. J
JJ
u
Li

X
a
4)
c
0)
rH
0
00

• •
U]
tn
n
y
O
Ll
a,
c
0
JJ
fl
Li
^j
C
11
y
c
o
o

£
ct
ca
c

X
Li
fl
y
0
X


c
0
•H
j i
<0
o

^H
w
U)
fl
u

rH
fl
U
• rH
g
01
£
U






































>
•^
3
JJ
w

WH
O
C
0
JJ
a,
Ll
y
w
0*
Q



£.










n


01
a






(0

c
o>
g
<5







-0
JJ
w
«
o

Uj
4J
3
u)
,"
•a o)
3 a
^ ^—



)
^
«
u

e
o>
£
tj



O
z
01
<"




W
Jj
01 c
I 4)
Cb I
1-1 O
> y
(V »H
0) O
00 "*•!
c •
•H JJ
C
. 
fl C
JJ fl
C £
V JJ
a. i>
M 1 *f
M Cu CN
>
1/1
^




(0
4J
^^ Cl
) 1)
614 1
rH O
> y
01 M
01 0
w <«


c
o
| £l
• fl •
y y e
c o a
o LI a
y ,

1) Jj
CL 01
M / in
H b 
Ch S
rH 0
> U
U Ll
n o
00 n-i



c
' 5
• u •
y fl e
Ic y a,
000,
y u
jj >, "°
C £ 1
0>
3 CM •
r-1 •-< U
U. f) C
«-< 1 0
o o y

c; c7 -<-
w C
r. •» '-
w e -'
' Q, -H
' «4 **-4
th: ^
U? """ (y

g
(^|
^

CD

rH


M



CO

J


1
o

O
i_H
^
y i)
fl C

JJ JT
O> JJ
EH 01
W 1 vS
•H fc, 
O











=




a:

i
fl
Li 11
JJ C
D fl
EH JS
1 JJ
(N 0)
- 0
(N L|
- 0
rH -H
* £
rH U .
M i r~
M Cn CM
>
^
! ^

















co'
u
'c
fl
o

JJ
tfl
i
£
•H

U
-
_Ui
Z

,,
wj










_j




cc



1
o
V-4
0
rH 0)
JS C
y it
fl rH
r*4 ^1
jj j^
i)1 jj
EH 0)
M 1 00
M b, fN
>
O
0


1














co
y
•H
C
fl
0

JJ
7J
i
c
• H

0)
~^
n
^
rH
^
C/}










a




cs



1
0
M
0
(—4
JT 1)
y c
fl fl
^J C^
4J jj
d) " (JJ
£-< e
M 1 C?\
M Cu (N
>
o
j 0^


1
I













(0
y
•H
c
-------
T3
0}
3
C
•H
JJ
C
o
u
a
























*^
M

"**
C
0
•H -^
jj m
u ~
m
M Ul
JJ O
X •-»
Cd JJ
c a
0) -H
^ rH
*""* ^
to
c
•• 0
Ul -H
Ul JJ
OJ TJ
O U
O -H
1-1 U-l
Ul
c ui
O TJ
•H r-H
JJ O
(0
W rH
JJ IQ
C U
0) -H
u e
C CD
O J=
u u












K-l
0)
st











Ul
JJ
c
0)

8






>,
ts
JJ
u:

0
jj
•"^
3
Ul
£





jj
H c
T3 0)
3 3 •
JJ rH U
tO "J-i ITJ
C -C
U-l M U
0 TD
C 0)
O JJ 0>
H ui a
JJ 
H

o >.u
Ul T3 .
to £-•

•^
TJ
u

g
OJ

o

fO .
0
2
O
ON


















0
1 -H
~l Q,
0 0
tO I*
« 1
* n
w
tU d)
C N
p-t
^"i ^^
x -a
3 >> •
n c
UJ 0) 0
r* > -H
J3 O JJ
TJ U ITJ
JJ 4) i-(
O U ^
ITJ •-<
W JJ JJ
JJ C Ul
X V -H
U > T3







3






a




c
•H
0)
rH
o
i-i
o
*
M 1 .
M CQ
"*
O
. 0
ON C^



















•
J^
0)

jj

•-I
JZ
JJ
(U
3
0)

TJ
JJ
u
TJ
^
JJ
X
w







ZJ






J


t
H
o
"•
H a ^
>
r-
fN
1^ - -


















,
J,
a)

j^

1 5" -
- U "Z O
0 J3 n '•S ^
•^ 3 -" . .
u c o" n a
TJ £ -H ^ 3 U)
VJ 0 Ul • \ 3
JJ U 3 O tO
X «-l II •— U
, u
C  V U iQ 3 OJ
3 JJ JJ jQ
cr to '-i 

fN
t: M
w 1 >• ^
C QJ "± O
0 .0 ^ ^a — t
•H 3 **
u c S n a
TJ £ -H — 1 2 Ul
in 0 Ul • \ :
JJ Ij 3 O tO
X , JJ
C 1) JJ JJ X



M




—
J
^
.^
Jj
—
3
u











































o

,J

1— 1
JJ
u

M (1)
>, -c . --
J= 0
JJ Jj
0) 
















                                           E-110
-------

T:
01
3
C
jj
C
0
u
^•*
"-1
w
u
J
2
£*















n,
-- to

*** o
J3
c* S
•H O
a. o
fll i-4
•H <0
W X
Ij
(A
C
.. o
(0 -H
(/) 4J
at  o a
o o —
T3 —
(Tj dP ^
0) — 4)
JS 4)
u 3 n-4
4) o
O <*•! 0


























^j
1 \O C
ta 0











r»

O - fl . . *H > (0
(N^HVUO^ (N -H U-l 0 VJ





























?
1

a.
w
jj
(0
_
5
o







,
strippable
^J
• H








3



a


4)
C
m
JS
4)
Q
0
w
0- -
rH
^
O

i r~
>
13












4)
2
IT3
0,
a
.^

M
0)
-3
Li
•~4








_,



X

1
0

0

~u
0 (!)
g C
O t)
^ JS
J3 JJ
H 4)
Q g

00
i.
?










i cn

O -H
CM a,
x a
g w
0 -u
u ui
*" u
e ••*
evaporatioi
min with a
dl8 0^
o o
(T\ rH








3



a


1
0

O
2
u
H 4)
Q C
1 tJ

* 4J
-H 4)

i in
i.
?













3
(0
a
0.
^,
jj
in
10
4)
jj
V)
w
• H








3



Q£


1
0

O
r"H
u
H 4)
Q C
I aj

j
i 3
a













•

































E-99
-------
41
c  -*
w —

£.
  41
8
i
N
   O O
   0 n
   •H 0)
   0 0.
   8.2
   u IM
   0, •-(
     in
   C (A
   o
   ••4

   S°
   u —i
   *J <0
   C U
   4> •-•

   S§

   55
^
41
at















X
•o
3
^J
CO

IM

C
0
'•*
JJ
a.
••H
t4
U
w
i
a
X






01
JJ
e
V
U
>
•o
jj
V)

Ifc4
0
n
4J
*-4
3
01
£


4J
C
a
3 •
^^ t_j
f* M
«M 
3t e-
>o
73 41
3 a
•U >,
V) (•
— 1
fl
U
6
41
O

« .
0
2
— «
fN
-H







g
•o
4)
T3
2
o<
41
•a
>.
*-t
4J
£
en
••<
-H
M








3




O


U
.•4
N
CO
1 IN
n
H^
»-^
(N
— (







•
•0
4)
73
fl
U
O<
4)
•o
>>
••*
*J
JS.
y>
•H
1-4
(0








3




O

>*
.U
4>
w
.^
N
ff>
1 (N
^
»H

—
•4
—
C
0
U



























. ..




                                     E-57
-------
TJ
 01
 3
 C
 i

 U
I
      05  CQ
kl
&•
      y  io
     •H  £
      0  <

     0)
••  o
(0 -H
cq JJ
4)  ifi
         cn
     C  V)
     0  «J

     JJ U
         fl
         y
        •H

         (U

        u











































X
3
J_J
*rf
CO



c
0
•H
Jj
a
y
w
Q


f
£







V

•J
£











C
1)
5
o
a






^
3
JJ
CO

0

t/J
JJ
r4
3
V)
0)
(X





JJ
C
0)
3 •
14J (0
C JS
<-" U
TJ
0)
JJ 4)
,
^4
U
4
1 -"
03 -H
H-t
O
o
t


•a
CJ
_J
i fl
u

>*
^3
•a •
j) c
jj o
fl 0
W fl



,





I
c
0
JJ
y
3
•a
4)


of
O
f*»
1
O
in













i,


•o
y

y
H
•>,
^4
y

i ™
a -1

0
i
J x
cj vi
f^ OJ
o
TJ C
01 W
x a,
£ Oi
&
>* TJ
'H 3
CJ -H
JJ U]
1*
— H 'TJ
Q, 4)
0 fl
U >









•
C
0
••4
Jj
y
3
•O
OI
M

00
in
en
t
in
CO













Ch


TJ
y

u
^
*>,
W
u
•*
 >-
01

^
J3
•o •
3^ C
jj o
rtj 0
fi rt









•
c
0
JJ
y
3
TJ
4)
Vj

*•
o
CTi
1
O
^













Efc4

OJ
^-(
w
JJ
H
C
o
•>,
kl
y
•*
T
£ "*

1 i
i
' — i .0
J -1

^J
-a 3
o u
X i
e a)
w^
> TJ
~4 3
4) -»
-J 7]
0)
^H 'O
a, 4;
S •"
0 TJ
CJ >








.
c
0
•H
JJ
y
3
^
V
M

00
O
o
»^
1
m
en













Cl4

01
^
^
jj
c
0
^,
v^
y
<
i ^
a -1
HH
' —
u-t
(




1)
/ ^
II
C/l

TJ
0) •
JJ Ul
TJ (0
> 0)
2 8
y u
< 04








.
C
0
••H
Jj
o
3
TJ
01
kt

40
O
o
i-H
1
m
c*
TJ SlV*!
« -o •"
*"* ^ 0
Q ^ O
O , " "
^4
u
<
1 ^>
cs ^
HH
^
! 2^





01

TJ
Cfl

TJ
0) •
JJ Ul
(0 tn
>  (N
O •-<
u
i* 0)
•i JJ
U-l
C fl
_0
JJ — 1
fl JJ
T3 i 0) -H
~< X JJ

TJ TJ
TJ a -H
0) O X
OS p< 0

8,
04
O
0
U">







M



•'S
O
<
u
'a,
**-»
'O
<
1 30
03 ^
»— t

1 o

•^ >
^ -^
"" ^H -*
3 k, -3

-J S, 0'
3 (T3 M
tfl »-< fO
•^ j
0 0
y s -( TJ
 k.
x j: aj 01
O « 2 TJ
c


TJ
0)
JJ
ki
0)
^
0)

a
8

14^
o

^0
c^
<*^ •
U)
O kt


a, *r
D fN

§.
a.
o
o
in







CD





0)
C
C
m
i-i
<
1 
^-4

=





OJ
^)
^
J
U)

TJ
01 •
jj ifl
fl U5
> 01
•H y
•4J O
< a,
c
0
• H
C J->
0 
3 \
TJ 4) Q
4) JJ O
k, ia a
u
aft CP
in - e
• a
(N O O
cn u rr









M
W4


=>





3 1)
•H JJ
3-2
JrQ
X
0
1 0
a fN
M

5
















w
TJ
0
•H
^1
01
04
c
0
•H
JJ
TJ *
•H 01
X kl
0 A

JJ (N
fl r^»

y o

X
o a
H 3

1
a,
o
o
m







o

^
kl
^J
C
•H
TJ
01
jj
JJ
3
Q
1 '^
h- 1

~
\
"
^
"
^*
CJ
~^"




























































                                                             E-30
-------
•o
OJ
3
C
••4
iJ
C
o
 I
Cd
















*^
M
^^
jj
c
01
E
rQ 03
0) -»
EH v>
o
ological
Aliphati
•H
0)
c
.. o
10 -H
U] JJ
0) fa
O U
O "H
Q. -X
CO
c co
0 <0
• X 1— 1
jj O
m
ki — i
JJ fO
C U
J c
13 0)
3 3 •
JJ -H Ll
05 vu UJ
C J3
«-. M a

C 01
Q 4J 4)
H (/} Q,
JJ nj >i
a 2 £•«
X

U >
•4J
D exer
g .
vu <
«• -o
CN
fN vn















o



>,
^
< jj
2
3 0
x vu •
T3 -H
0 3
in to
i rn|


^,
1—1











w
01
Jj
"S
•0
0)
^J
U
0)
X
0)
a
g .
0 >
*> tJ
m
vo in















0


7|
k,
3
J
(JJ
e jj
3 fl
U -H
0 3
.0 C/3
1 "* I
5 I

,j
^











c
••H

•o
01
kl
01
X
a
g
0
of CO
CN >
1 T3
rr m











1



o

^
>
ij
01
1 £
Z 1
Z 01
§ ' ^
H >, IH
D 1) 3
0 '™^ ^
-0 O 6*
i "^
3
•H

-M
^












01
4J
«
01
.^
ki
01
X
01
a
vu U)
0 X
of 13
c*i m















o

0
vu
3
C/3
0)
13
B *^ '™
3 >. W
x. JZ ••«
13 -w ^
0 D >.
to s z
i °
Q

-p
« ,














,
jj
• H
A
•H
(0
a,
CN
O















O



13
*4
U

U
I
£
p»
a03
»w4
I
|_
O
f










C
ic
Jj
• r«f
3
•O
0)
••^
£
JT
C
•H
01
UJ .
JJ VI
a u
3 £
(N •g-
O CN









1





J


U
^
,^4
0
U
>,
en
o ^
£ U

CD
23 ffl

|
1 —











a
4J Q
3 & vu
•° vu °

•now
0) ki
N *• £.
.-. ao
T3 • *r

0 ** ""*
co . ai
i jj
•» — 1 VU .
hem ical \
ery slow
xerted ai
xidation
U > 0) 0

s

o
o
Li




a





o




,•4
H
U
fl
w
3
O
£
E-
(^
s33

. —
£


1








>. U)
X) U
13 *"
0) ^"
JJ V
•H -H
•-• 0
JS -U
c
•Hfl,
tn
i^J W C
3 0 O
(^ (^ ^J
JJ U -x
a •-• x
3 S 0
0)
duo

1

o
o
m




Q





O

1



TJ

JM
3
0
?
O
3 ^


=
3
t 5
i 2,
U
3
In

01
jj
•H
0
a
i!
0
c
•o o
U -H
 U CN









a





-,
1


u

3
^
jj o
o> o
•^ 2**
1^ ' ^
— • i
a


-


i












OJ
• *•*
inhib
a.
3
0

1
o
o
CN











j








^
3
rsi
i


1^^
~
•2
• ?,
^
;
i








i

































                                                E-36
-------





"













^o
0)
3
C
•H
^
C
0
CJ
*-*
1
n

U
J
OS
<^I
e-




























CO
0>
•ti *S
CO JJ
<4J 0
o a,
U
• &
0
z
*
01 T3
C *»
A) hi


4)
OS

C
0
*J 1 «
(0 -H *
jj iw *
.U -H C
c  o ooo
^3 * ^3 • • ^^ * <^ i^ * o^ n vo ^H ^3 ^3 ^5 ^5 ^^ (^
n \o n n co in ui i r^ ID ^* i ui i V it I I i i V
CN^nVVV^f^OvOrHl^ Q  o> < c a,Q-a. Q-o-txac.
c c
0)0) . ........
c c
0) 0)
r-l ,Q ,Q 0)
O 1 C
C -H ^ (00) 0)
fl >i >i l-i '^ C
-u ^= j= 4J id o)
C 0) 01 -U JJ Ol^S •• -i-l
& 0) aio E E en i^: c 0>0> 0)
^^ jQ U3 0) 1 t (0 CJ ^*^ 1 C '**4 r: CX
^•i pCU1^^" O^*TJ ^^0)'OO 0
i—t ,C '-^"~- Cj i-l CJ O - >1 N fl i— 1 rH
O*J'^'^'~'»* O O i >itC ,C>i>i>i 010) U4J^'O>CrC>CiO fO fl ,C
iG £1 JJ JJ J£ £i £S O^C^iOCjfliUOCJO^IitJE-^U
^j *j w w ^J -tJ *j C'o>4JO)0)'OiT3iaia&4JE'-^(0
0)0)1 1 0)0)0) ^V-ifOQjfCSI^xXx^OiUJOlX
i i ^^ **^ 111 o) id (Tj 0) o) i i JM o) 01 o) id ^3 en T? 01
O4 O4 *—^ *""^ »^ ^^ IO Du CL* *TT T* !"P "T^ f^ 1—4 ^T? T* T* ^




— i r- _>,

''C
2
«J
c
•H
4J
r~
5
w
Q


























































3-8