-------
STABILITY CLASSIFICATION CRITERIA
Surface
wind speed
(knots)
<_ 1
2
3
4
5
6
7
8
9
10
11
1 12
Strong
1
1
1
1
1
2
2
2
2
3
3
3
Daytime Insolation
Moderate Slight Weak
1
2
2
2
2
2
2
3
3
3
3
4
2
2
2
3
3
3
3
3
3
4
4
4
3
3
3
4
4
4
4
4
4
4
4
4
Overcast
4
4
4
4
4
4
4
4
4
4
4
4
Nighttime
>5/10 <5/10
Cloud Cloud
6
6
6
5
5
5
4
4
4
4
4
4
7
7
7
6
6
6
5
5
5
5
4
4
-------
n
/HOURLY\
/ SURFACE \
V LOGICAL /
\J)ATA / A
^^x*"'
TWICE
HA Tl V
DAILY
MIXING
HEIGHTS
V.O.T
n ncri nn/rc CAR
rREPROCESSOR
l
1
1
*l
i
STABILITY, WIND,
TEMPERATURE,
AMR
AND
MIXING HEIGHT
BY HOUR
1
1
/DATA TO \
1 >J SINGLE
1 *\ SOURCE /
i \l MODEL c.
1 ^CC^.T \vl;,-c.
, ^
1 .^ l^J^
I
A ^<4'
-- ^l^l^
SCHEMATIC OF METEOROLOGICAL DATA PREPROCESSOR
-------
31 60S" i I
3 1 K n f; , 1
3) t. ii Q ) 1
3160K|. t
31 '.(if.
3 U. <)t
t
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11 3
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29 7
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k 7
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32
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57
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44
44
42
45
42
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39
4 h
4 i
42
42
24
2h
31
35
43
53
5S
sy
63
M
M
St.
4H
lb
13
17
1 I
3"
36
31?
*il
3 I
i.l
34
s i
753
7 i
I 6 2
11 7
1 1 3
o o
3 1
is
11
7
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0
o
0
0
0
0
0
0
0
(J
HOURLV SURFACE
DATA
o
0
2
2
2
0
0
6
6
7
5
2
0
U
0
u
0
0
0
7
0
0
0
2
2
V
2
2
7
7
2
-------
ISOPLETHS (hundreds of meters) OF MEAN ANNUAL AFTERNOON MIXING HEIGHTS.
-------
2 i 1 t- n > i i 1 o \
231 h') . no 1 l'2
2 j 1 r, 'J 0 f , 1 0 3
23 ! (>'>. ir o | 04
2 3 1 h 3 o i . i i ., s
23 i o".,,)! n 7
2 i '. i . "> > n ( i C *
231 ,, i ->,M'l r'1
23 1 t.'i-in.i! i i'
2 i 1 nr>MlMi 1 1 1
23 1 on., of i 12
2 3 1 ».)>. CM, i J 3
231 t.') "'"' ) -i
2 3 1 h '1 3 o i , i i s
23 1 <'0,lO' 1 1 f.
231 bo,((,n, i -/
2 J 1 i>" j- 01,1 ) n
231 H'.'MOO 1 in
231 h'lHOot 20
23 !. b'Mi'o 1 21
231 h9.U'i>i 22
23 1 h<-<-
23 1 f- l»-?i<'! T |
7 j | f, p t< r, , , 2 (i 1
23 t h-).<0(>702
23 1 h '"' .-' n ' 1 2 ' ) '1
73!.*'Mno2n'-
23 1 K'-IH (ic 2d»i
2 3 1 ']'>Md02(i7
2 3 1 t> ') i"l ( 2 o ^
23 ' i.'~-;ir>'i2i)tj
23 1 1,'iiiM'. 2 1 ('
2 3 I t>"»i>o2 1 1
23 1 (,'i^'u,2 1 2
73 ! i,!'^(if 2 1 H
23 1 (,-JM novj -1
23 1 h'i,.(ni2 1 S
23 1 i,''/:0')7 J f-
T < 1 (,!, . |, II 2 I 7
p 3 \ i, n n 01, 7 i k
231 '""''" 71 "
7^1 r,n ^ n n7 _; (,
231 I, ')nlo 221
2 ? h ) -, f 1 1 2 2 '-1
23 n'l.-. in'22 f
23 f)"i(O( 77''
23 '.') (i'72'>
23 i"^0i'72n
2 3 i n r> ' n i 7 2 7
2 3 1 (, ') ,, o r 7 7 f.
i 1
l> o
I .17
M
"1 1
I'l
2-1 S
I'-f
Si
!lv,7
< VI
t 1
S-1
4t.ri
I'1
"2
in3
3 V.i
1 22
3h4
3 *«
')>
74
1 77
'1 h
',<)
1H
') <1
1,9
S2
Sh
2 '2 1
3 7 ()
'17
1 1
It-1'!
j 7
11
sr
2*i
1 07
2 'i < s
r,3
1 H'i7
n ' 1
7 1 0
is 1
i <;
i I
/ 1 OS
., <
17
>V1K
1 /
" 1 1
b
1 SJ y
2 r;o
1 Ib2
1 0 f ' 7
H40
3 2 6 1
1 330
2 H (i 4
) b70
21 IS
1 7 h S
Mil 1
2ci7d
X " 7 2
2110
I " 3 0
12S2
/ 2 I fS
1
-------
FLAT TERRAIN MODEL
OPTIONS
STACK TIP DOWN WASH
FINAL PLUME RISE
RURAL/URBAN OPTIONS
DEPOSITION
BUILDING WAKE EFFECTS
-------
COMPLEX TERRAIN MODELS
COMPLEX TERRAIN - DEFINED AS ANY
r
TERRAIN EXCEEDING THE HEIGHT OF
THE STACK BEING MODELED
SCREENING MODEL - VALLEY
24-HOUR/ANNUAL AVERAGES
P-G STABILITY T"
W|ND SPEED OF 2.5 M/S
6 HOURS OF OCCURRENCE
REFINED APPROACH - COMPLEX 1
REAL TIME METEOROLOGICAL DATA
TERRAIN OPTION 1
-------
Depiction of Plume Height in Complex Terrain, as in the Valley Model, "ho is the
Height of the Plume at Final Rise Above Ground for the Unstable and
Neutral Cases and Above Stack Base for the Stable Cases.
Plumes are Shown for Flows Toward and Away from Elevated Terrain.
UNSTABLE AND
NEUTRAL CATEGORIES
I1 /'
I ' I /, >'
STABLE
CATEGORIES
FRACTION
OF PLUME
REMAINING
IN SECTOR
-------
PSD INCREMENTTRACKING
OBJECTIVES:
TO DETERMINE WHICH SOURCE EMISSIONS
CONSUME INCREMENT
TO CALCULATE THE AMOUNT OF INCREMENT
CONSUMED BY THOSE EMISSIONS
CATEGORIES OF INCREMENT CONSUMING SOURCES:
EMISSIONS FROM MAJOR STATIONARY SOURCE
CONSTRUCTION AFTER JANUARY 6, 1975
EMISSION CHANGES OCCURRING AFTER THE
BASELINE DATE (Date After 8/7/77 of First
Complete PSD Application)
EMISSION CHANGES DUE TO SIP REVISIONS
APPROVED AFTER BASELINE DATE
MINOR AND AREA SOURCE GROWTH
OCCURRING AFTER THE BASELINE DATE
CALCULATION OF INCREMENT CONSUMED
EPA APPROVED DISPERSION MODELS
HIGHEST/SECOND-HIGHEST CONCENTRATION
FROM MODEL OUTPUT
WORST CASE METEOROLOGY FOR 3-HOUR,
24-HOUR, ANNUAL (S02) 24-HR., ANNUAL (TSP)
ACTUAL EMISSION INCREASES AND
DECREASES
-------
PSD AMBIENT MONITORING
REQUIREMENTS
DE MINIMUS CUTOFFS:
MONITORING ON A POLLUTANT SPECIFIC BASIS
EXEMPTION FROM MONITORING REQUIREMENT
IS CALCULATED WITH DISPERSION MODELS
CRITERIA POLLUTANT MONITORING EXEMPTION
POLLUTANT CONCENTRATION (ug/m3)
CO 575 (8-HOUR)
NO2 14 (24-HOUR)
SO2 13 (24-HOUR)
TSP 10 (24-HOUR)
LEAD 0.1 (24-HOUR)
NON-CRITERIA POLLUTANT MONITORING
EXEMPTION
POLLUTANT CONCENTRATION (ug/m3)
BERYLLIUM 0.0005 (24-HOUR)
MERCURY 0.25 (24-HOUR)
VINYL CHLORIDE 15 (24-HOUR)
FLOURIDES 0.25 (24-HOUR)
HYDROGEN SULFIDE 0.023 (1-HOUR)
TOTAL REDUCED SULFUR 10 (1-HOUR)
-------
MOBILE SOURCE MODELING
CALINE 3 - STATE OF CALIFORNIA
GAUSSIAN SHORT TERM-DISPERSION MODEL
FOR CARBON MONOXIDE AND PARTICULATE
TRAFFIC DATA REQUIREMENTS
ROAD LINK COORDINATES
TRAFFIC VOLUME (VEH/HR)
EMISSION FACTOR
METEOROLOGY REQUIREMENTS
WIND SPEED
WIND DIRECTION
STABILITY CLASS
RECEPTOR REQUIREMENTS
COORDINATES (X.Y.Z)
-------
OTHER REQUIREMENTS
SURFACE ROUGHNESS
SETTLING VELOCITY
HIWAY 2 - EPA
GAUSSIAN SHORT-TERM DISPERSION MODEL
TRAFFIC DATA REQUIREMENTS
ROAD LINK COORDINATES
EMISSION RATE (g/sec.m)
ROADWAY DIMENSIONS
METEOROLOGY REQUIREMENTS
WIND SPEED
WIND DIRECTION
STABILITY CLASS
MIXING HEIGHT
RECEPTOR REQUIREMENTS
COORDINATES (X,Y,Z)
-------
INTERPRETING MODEL INPUT AND OUTPUT
-------
PlMAX S/XMPLB OUTPUT
WORST CASE CO MODELING
EMISSION RATE (G/SEC)
11.55
PHYSICAL STACK HEIGHT (M) = 10.67
STACK GAS TEMP (DEG K) = 419.00
VOLUME FLOW (CU M/SEC) -=
STABILITY WIND SPEED
(M/SEC)
147.70
MAX CONC
(G/CU M)
G
DIST OF MAX
(KM)
0-f=
PLUME HEIGHT
(M)
1 0.5
1 O.S
1 1.0
1 1.5
1 2.0
1 2.5
1 3.0
8.9763E-06
1.0846E-05
1.1-854E-05
1.3892E-05
1.5511E-05
1.6859E-05
1.8014E-05
1.623
1.302
1.173
0.971
0.851
0.768
0.707
1503.4(2)
943.6(2)
757.0(2)
508.2(2)
383,9(2)
309.2(2)
259,5(2)
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
4 '
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
s
5
i
6
6
6
6
(:i> THE
0.5
0.8
1.0
1.5
2.0
2.5
3.0
4.0
5.0
2.0
2.5
3.0
4.0
5.0
7.0
10.0
12.0
15.0
0.5
0.8
1.0
1.5
2.0
2.5
3.0
4.0
5.0
7.0
10.0
12.0
15.0
20.0
2.0
2.5
3.0
4.0
5.0
2.0
2.5
3.0
4.0
5.0
DISTANCETTO
THAT THE SAME
THE PLUME TO
2.4SS9E-06
3.8351E-06
4.5620E-06
6.2364E-06
7.7646E-06
9.1832E-06
1.0513E-05
1.2959E-05
1.517.0E-05
5.5415E-06
6.8038E-06
8.0315E-06
1.0378E-05
1.2604E-05
1.6693E-05
2.2046E-05,
2.5162E-05-
2.925BE-05
9.9000E+01
3.5938E-07
5.1649E-07
1.0040E-06
1.5945E-06
2.2161E-06
2.8886E-06
4.3553E-06
5.8631E-06
9.0420E-06
1.3784E-05
1.6784E-05
2.1086E-05
2.7286E-05
1.6749E-05
1.6272E-05
1.5876E-05
1.5242E-05
1.4576E-05
1.3864E-05
1.4210E-05
1.4036E-05
1.3731E-05
1.3470E-05
8.368
5.466
4.466
3.102
2.399
1.970
1.678
1.306
1.079
5,136
4.050
3.339
2.472
1.965
1.399
:^.7 0.987
0.830
0.676
999.000(1)
153.657(3)
99.351
45.127
27.830
18.867
14.025
8.877
6.321
3.825
2.306
1.804
1.348
0.960
8.457
7.492
6.790
5.821
5.201
16.624
14.208
12.661
10.574
9.208
THE POINT OF MAXIMUM CONCENTRATION
STABILITY IS NOT LIKELY TO PERSIST
TRAVEL THIS FAR.
1503.4(2)
943,6(2)
757.0(2)
508.2(2)
383,9(2)
309.2(2)
259.5(2)
197,3
159.9
383.9(2)
309.2(2)
259.5(2)
197.3
159.9
117.3
85.3
72.9
60.4
1503.4(2)
943.6(2)
757.0(2)
508.2(2)
383.9(2)
309.2(2)
259.5(2)
197*3
159.9
117.3
85.3
72.9
60.4
48.0
123.4
115.3
109.1
100.1
93.7
104.2
97.5
92.4
84.9
79.6
IS SO GREAT
LONG ENOUGH FOR
(2) THE PLUME IS OF SUFFICIENT HFIGHT THAT EXTREME CAUTION SHOULD BE
USED IN INTERPRETING THIS COMPUTATION AS THIS STABILITY TYPE MAY
NOT EXIST TO THIS HEIGHT. ALSO UIND SPEED VARIATIONS WITH
HEIGHT MAY EXERT A DOMINATING INLUENCE.
(3) NO COMPUTATION WAS ATTEMPTED FOR THIS HEIGHT AS THE POINT OF
MAXIMUM CONCENTRATION IS GREATER THAN 100 KILOMETERS FROM THE
SOURCE.
-------
***SOURCE***
EMISSION RATE
STACK HEIGHT
EXIT TEMP.
EXIT VELOCITY
STACK DIAM.
10.00 (G/SEC)
11.89 (M)
533.00 (K)
5 73 (M/SEC)
1 54 (M)
» CALCULATED PARAMETERS«<
VOLUMETRIC FLOW = 10.67 (M**3/SEC)
BUOYANCY FLUX PARAMETER = 15.00 (M**4/SEC**3)
PTPua EXAMPLE OUTPUT
STEAM GENERATOR
****WINDS
STABILITY
1
1
1
1
1
1
1
****STACK
STABILITY
1
1
1
1
1
1
1
****WINDS
STABILITY
2
2
2
2
2
2
2
2
2
CONSTANT WITH
WIND SPEED
(M/SEC)
50
.80
1 00
1 50
2 00
2 50
3 00
HEIGHT****
MAX CONC
(G/CU M)
5.7472-005
7. 1559-005
7 8411-005
9 1462-005
1 0204-004
1 . 1205-004
1 . 1992-004
TOP WINDS (EXTRAPOLATED
WIND SPEED
(M/SEC)
51
81
1 01
1 52
2.02
2.53
3 04
CONSTANT WITH
WIND SPEED
(M/SEC)
.50
80
1 00
1 50
2 00
2 50
3 00
4 00
5 00
MAX CONC
(G/CU M)
5.7824-005
7 1931-005
7.8783-005
9 1907-005
1 0259-004
1 . 1258-004
1.2043-004
HEIGHT****
MAX CONC
(G/CU M)
3 4068-005
4.8363-005
5.6713-005
7.4533-005
8.9020-005
1 0098-004
1 1093-004
1 .2844-004
1.4748-004
DIST OF MAX
(KM)
789
634
574
466
.390
.341
307
PLUME HT
(M)
338.5(2)
216.0(2)
175 2
120 8
93.5
77 2
66 3
FROM 10 0 METERS)****
DIST OF MAX
(KM)
785
631
.570
463
387
.339
.305
DIST OF MAX
(KM)
1 976
1.311
1 083
774
615
518
453
354
.293
PLUME HT
(M)
334.6(2)
213 6(2)
173.2
1 19 5
92 6
76.4
65.7
PLUME HT
(M)
338.5(2)
216.0(2)
175.2
120 8
93.5
77 2
66.3
52.5
43 5
****STACK TOP WINDS (EXTRAPOLATED FROM 10 0 METERS)****
STABILITY WIND SPEED MAX CONC DIST OF MAX PLUME HT
(M/SEC) (G/CU M) (KM) (M)
2 .51 3.4385-005 1 955 334 6(2)
2 .81 4 8790-005 1.297 213-6(2)
-------
5 06
1 4854-004
290
43 0
****WINDS CONSTANT WITH HEIGHT****
STABILITY
3
3
3
3
3
3
3
3
3
****STACK
STABILITY
3
3
3
3
3
3
3
3
3
****WINDS
STABILITY
4
4
4
4
4
4
4
4
4
4
4
4
4
4
****STACK
STABILITY
4
4
4
4
4
4
4
4
4
4
4
WIND SPEED
(M/SEC)
2 00
2 50
3 00
4.00
5.00
7 00
10 00
12.00
15 00
MAX CONG
(G/CU M)
8.2833-005
9.6926-005
1 0915-004
1 3006-004
1 . 5154-004
1.8575-004
3.0851-004
3 5982-004
4.0699-004
TOP WINDS (EXTRAPOLATED
WIND SPEED
(M/SEC)
2 03
2 54
3 05
4.07
5.09
7.12
10 17
12.21
15.26
CONSTANT WITH
WIND SPEED
(M/SEC)
.50
.80
1 . 00
1 50
2.00
2.50
3 00
4.00
5 00
7.00
10.00
12.00
15.00
20 00
MAX CONC
(G/CU M)
8.3885-005
9 8064-005
1 1034-004
1 .3167-004
1 .5326-004
1 8752-004
3 1375-004
3.6417-004
4.0978-004
HEIGHT****
MAX CONC
(G/CU M)
9.091 3-006
1 7488-005
2.3363-005
3 8720-005
5 3158-005
6 6871-005
7 9740-005
1.0336-004
1 .2331-004
1 5596-004
1 9128-004
2.0798-004
2 2565-004
2 7137-004
TOP WINDS (EXTRAPOLATED
WIND SPEED
(M/SEC)
51
82
1 03
1 .54
2 05
2_57
3.08
4.11
5 13
7. 18
10.26
MAX CONC
(G/CU M)
9.4402-006
1 8094-005
2.4153-005
3 9928-005
5.4637-005
6 .8614-005
8 1689-005
1 0573-004
1 2573-004
1 5856-004
1 9374-004
DIST OF MAX
(KM)
987
805
.686
536
438
.329
142
128
1 14
PLUME HT
(M)
93 5
77 2
66.3
52.5
43.5
33 1
19.8
17 1
14.7
FROM 10.0 METERS)****
DIST OF MAX
(KM)
971
793
676
528
432
324
141
.126
1 13
DIST OF MAX
(KM)
15. 327
7.626
5.451
3 023
2. 160
1 630
1 .306
1 000
.831
601
439
. 378
319
187
PLUME HT
(M)
92.1
76. 1
65.4
51.7
42 8
32.7
19 6
16.9
14 5
PLUME HT
(M)
338 5(2)
216.0(2)
175 2
120 8
93.5
77 2
66.3
52.5
43 5
33 1
25.4
22.3
19 3
14.6
FROM 10 0 METERS)****
DIST OF MAX
(KM)
14.674
7.331
5.245
2 999
2 089
1 .578
1 266
1 000
8 10
587
429
PLUME HT
(M)
330 1 (2)
210.8(2)
171.0
118.0
91.5
75 5
64-9
51 3
42 5
32 5
24.9
-------
(M/SEC) (G/CU M) (KM) (M)
5 2.00 7 7986-005 2 500 70 1
5 2.50 7 2800-005 2 263 65 9
5 3.00 6.8712-005 2.089 62 7
5 4.006 2887-005 1.965 57 9
5 5.00 6.0410-005 1.744 53.7
****STACK TOP WINDS (EXTRAPOLATED FROM 10 0 METERS)****
STABILITY WIND SPEED MAX CONC DIST OF MAX PLUME HT
(M/SEC) (G/CU M) (KM) (M)
5 2.12 7.6558-005 2.433 68.9
5 2.66 7 1427-005 2.203 64.8
5 3.19 6.7383-005 2.034 61.7
5 4.25 6 2241-005 1 901 56 7
5 5315 9694-005 1.689 52.6
****WINDS CONSTANT WITH HEIGHT****
STABILITY WIND SPEED MAX CONC DIST OF MAX PLUME HT
(M/SEC) (G/CU M) (KM) (M)
6 2.00 8.0498-005 3 780 60 2
6 2.50 7.6148-005 3 371 56.7
6 3 00 7.2625-005 3 075 54.1
6 4 00 6.7561-005 3.000 50.0
6 5.00 6.6021-005 2 660 46.4
****STACK TOP WINDS (EXTRAPOLATED FROM 10.0 METERS)****
STABILITY WIND SPEED MAX CONC DIST OF MAX PLUME HT
(M/SEC) '(G/CU M) (KM) (M)
6 2 20 7.8637-005 3 599 58.7
6 2 75 7 4304-005 3.213 55 3
6 3 30 7 0784-005 3.000 52 7
6 4 40 6 6969-005 2 878 48 4
6 5 50 6.5222-005 2.512 44 9
(1) THE DISTANCE TO THE POINT OF MAXIMUM CONCENTRATION IS SO
GREAT THAT THE SAME STABILITY IS NOT LIKELY TO PERSIST
LONG ENOUGH FOR THE PLUME TO TRAVEL THIS FAR.
(2) THE PLUME IS CALCULATED TO BE AT A HEIGHT WHERE CARE
SHOULD BE USED IN INTERPRETING THE COMPUTATION.
(3) NO COMPUTATION WAS ATTEMPTED FOR THIS HEIGHT AS THE POINT
OF MAXIMUM CONCENTRATION IS GREATER THAN 100 KILOMETERS
FROM THE SOURCE.
1 CHANGE OPTIONS
2 CHANGE METEOROLOGY
3 CHANGE RECEPTOR ELEVATION
4 CHANGE SOU8RCE CHARACTERISTICS
5 CHANGE TITLE
6 DISPLAY INPUT DATA
7 RUN
8 END
ENTER SELECTION (1 2,3 4 5,6 7 OR 8)
>8
PTPLU RUN TERMINATED AT USER REQUEST
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10,,.07,.07,.10,,15,.35,.55,1.0,1.0,1,0,1.0,1.0,1.0 eP\«D £> PlMD TERep\\Ki
0 0 30,87 0 60.98 322, 3,51 6.81660^
-.1010 ,1220 24,95 0 21,95 343. 1,83 21.61660 f SOURCE 31SOFOR MP\T \OVO
00 51,53 0 60.98 322. 3,51 11.11660J
ErtDP
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ENDR
-------
SECTION 3. MODELS PROPOSED SEP80 FOR 81 GUIDELINES.
IN UNAMAP (VERSION 4) DEC BO
SOURCE;: PILE 14 ON UNAMAP MAGNETIC TAPE FROM NTIS.
MPTER - VERSION 80345
SFC MET FROM CHINA LAKE (64) WITH TRONA WINDS (80) AND VEGAS MIXING HEIGHTS (64)
SCENARIO 6J .. . . , , FLAT TERRAIN
POLAR RECEPTOR GRID, 0.3 KM SPACING, SHORT TERM WORST CASE
GENERAL INPUT INFORMATION
THIS RUN OF MPTER-VERSION 80345 IS FOR THE POLLUTANT S02 FOR »** 1-HOUR PERIODS.
CONCENTRATION ESTIMATES BEGIN UN HOUR- 1, JULIAN DAY- 1, YEAR-1964.
A FACTOR OF 1.0000000 HAS BEEN SPECIFIED TO CONVERT USER LENGTH UNITS TO KILOMETERS.
0 SIGNIFICANT SOURCES ARE TO BE CONSIDERED.
THIS RUN WILL NOT CONSIDER ANY POLLUTANT LOSS,
HIGH-FIVE SUMMARY CONCENTRATION TABLES WILL BE OUTPUT FOR 4 AVERAGING PERIODS.
AVCi TIMES OF 1,3,8, AND 24 HOURS ARE AUTOMATICALLY DISPLAYED.
OPTION OPTION LIST OPTION SPECIFICATION » 0» IGNORE OPTION
1= USE OPTION
TECHNICAL OPTIONS
1 TERRAIN ADJUSTMENTS 0
2 DO NOT INCLUDE STACK DOwNWASH CALCULATIONS 1
3 DO NOT INCLUDE GRADUAL PLUME RISE CALCULATIONS 1
4 CALCULATE INITIAL PLUME SIZE 1
INPUT OPTIONS
5 READ MET DATA FROM CARDS 0
6 READ HOURLY EMISSIONS 0
7 SPECIFY SIGNIFICANT SOURCES 0
8 READ HADiAL DISTANCES TO GENERATE RECEPTORS 1
PRINTED OUTPUT OPTIONS
9 UELETti EMISSIONS WITH HEIGHT TABLE 1
10 DELETE MET DATA SUMMARY FOR AVG PERIOD 1
11 DELETE HOURLY CONTRIBUTIONS 1
12 DELETE MET DATA OH HOURLY CONTRIBUTIONS 1
13 DELETE FINAL PLUME RISE CALC ON HRLY CONTRIBUTIONS 1
14 DELtTfc HOURLY SUMMARY 1
15 DELETE MET DATA ON HRLY SUMMARY 1
16 DELETE FINAL PLUME RISE CALC ON HRLY SUMMARY 1
17 DELETE AVG-PERIOD CONTRIBUTIONS 1
18 DELfcTfc AVERAGING PERIOD SUMMARY 1
19 DELETE AVG CONCENTRATIONS AND HI-5 TABLES 0
OTHER CONTROL AND OUTPUT OPTIONS
20 RUN IS PART OF A SEGMENTED RUN 0
21 WRITE PARTIAL CONC TO DISK OR TAPE 0
22 WRITE HOURLY CONC TO DISK OR TAPE 0
23 WRITE AVG-PERIOD CONC TO DISK OR TAPE 0
24 PUNCH AVG-PERIOD CONC ONTO CARDS 0
ANEMOMETER HEIGHT= 10.00
WIND PROFILE WITH HEIGHT EXPONENTS CORRESPONDING TO STABILITY ARE AS FOLLOWS!
FOR STABILITY As 0.07
STABILITY Bs 0.07
STABILITY Cs 0,10
STABILITY Ds O.lb
STABILITY E: 0,35
STABILITY f'l 0.55
-------
SUUKCt.
&AST
COORD
(USER
0.00
-0.10
0.00
NUKin
COORD
UNITS)
0,00
0.12
0.00
DIJ* lb/OE.1. 1
EMISSIONS
30.87
24.95
51, b3
rnn i IWOC.L 1
EMISSIONS
0.00
0.00
0,00
OJ.Hll\
HT(M)
61,0
22,0
61.0
01 «V_1\
TEMP(K)
322.0
343.0
322.0
oiM>_i\ Di-niiv *-UTt.N, j. Mr AII e-r r VJKU-UVU DUUI r uu«
3IAM(M)VEL(M/SEC)(MICRO G/M**3) Hl'(M) ELEV F
USER HT M»*4/5**3
UNITS
3.5 6.8 106.21 124.68 1660.00 18.50
1.8 21.6 119,67 103,83 1660,00 25.85
3.5 11.1 122.31 152.97 1660.00 30,19
ADDITIONAL INFORMATION ON SOURCES,
EMISSION INFORMATION FOR 3 (NPT) POINT SOURCES HAS BEEN INPUT
0 SIGNIFICANT POINT SOURCES(NSIGP) ARE TO BE USED FOR THIS RUN
THE ORDER OF S1GNIFICANCE(IMPS) FUR 25 OR LESS POINT SOUKCES USED IN THIS RUN AS LISTED BY POINT SOURCE NUMBER!
SURFACE MET DATA FROM STATIONCISFCD) 93104, YEARUSFCYR) 1964
MIXING HEIGHT DATA FROM STATION(IMXD) 23169, YEAR(IMXYR) 1964
RECEPTOR INFORMATION
MPTER INTERNALLY GENERATES 36 RECEPTORS ON A CIRCLE CORRESPONDING TO EACH NON-ZERO RADIAL DISTANCE FROM A CENTER POINT
COORDINATES ARE (USER UNITS)| ( 0,000, 0,000)
RADIAL DISTANCE(S) USER SPECIFIED (USER UNITS)! 0.800 1.100 1.400 1.700 0.000
RECEPTOR
1
2
3
<*
5
6
7
8
9
10
11
12
13
14
Ib
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
IDENTIFICATION EAST NORTH RECEPTOR HT
COORD COORD ABV LOCAL GRD LVL
(USER UNITS) (METERS)
10,
20,
30,
40,
50,
60,
70,
80,
90,
100,
110,
120,
130,
140,
150,
160,
170,
180,
190,
200,
210,
220,
230,
240,
250,
260,
270,
280,
290,
300,
310,
0.8
0.8
0.6
0.8
0,8
O.H
0,8
0,8
0.8
0,8
0,8
0.8
0.8
0,8
0.8
0.8
0.8
0.8
0.8
O.b
0,8
0.8
0.8
0.8
O.B
0.8
O.b
0.8
0.8
0.8
O.b
0.139
0,274
0.400
0.514
0.613
0.693
0.752
0.788
0.800
0.788
0.752
0.693
0,613
0,514
0.400
0,274
0,139
0.000
0.139
0,274
0.400
0,514
0.613
>0.693
0,752
0,788
0.800
0,788
0.752
0,693
0.613
0.
0.
0.
0.
0.
0.
0.
0.
0.
-o.
0.
0,
-o.
-0.
-o.
-o.
0,
-0,
-o.
-o.
-o.
-o.
0.
-o.
o,
-0.
o.
0.
o.
o.
o.
788
752
693
613
514
400
274
139
000
139
274
400
514
613
693
752
788
800
788
752
693
613
514
400
274
139
000
139
274
400
b!4
0,0
0,0
0.0
0,0
0.0
0.0
0,0
0.0
o.o
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
o.o
0.0
RECEPTOR GROUND LEVEL
ELEVATION
(USER HT UNITS)
0,0
0.0
0.0
0,0
0,0
0,0
0,0
0,0
0.0
0,0
0.0
0.0
0,0
0,0
0.0
0,0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0,0
0.0
0,0
0,0
-------
3b
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
64
85
86
87
88
89
90
91
92
J *4 V t
350,
360,
10,
20,
30,
40,
50,
60,
70,
80,
90,
100,
110,
120,
130,
140,
150,
160,
170,
180,
190,
200,
210,
220,
230,
240,
250,
260,
270,
280,
290,
300,
310,
320,
330,
340,
350,
360,
10,
20,
30,
40,
t>0,
60,
70,
80,
90,
100,
110,
120,
130,
140,
150,
IbO,
170,
180,
190,
200,
0,0
0.8
0.8
l.l
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1,1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1,1
1.1
1.1
1.1
1.1
1,1
1.
1.
1.
1.
1.
1.
1.
1,4
1.4
i,«
1.4
1.4
1,4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1,4
1.4
1.4
1.4
1.4
1.4
1.4
V | f. 1 *t
-0.139
0.000
0.191
0.376
0,550
0.707
0.843
0.953
1.034
1.083
1.100
1.083
1.034
0.953
0.843
0.707
0,550
0.376
0.191
0.000
-0.191
-0.376
-0.550
-0.707
-0.843
-0.953
-1,034
-1.083
-1.100
-1.083
-1.034
-0,953
-0.843
-0.707
-0.550
-0.376
-0.191
0.000
0,243
0.479
0,700
0.900
1.072
1.212
1.316
1.379
1.400
1.379
1.316
1.212
1.072
0.900
0.700
0.479
0.243
0.000
-0.243
-0.479
\j , i jf
0.788
0.800
1.083
1.034
0.953
0.843
0.707
0.550
0.376
0.191
0,000
-0.191
-0,376
-0.550
-0,707
-0,843
-0,953
-1,034
-1.083
-1,100
-1.083
-1.034
-0.953
-0.643
-0.707
-0.550
-0,376
-0.191
0.000
0.191
0,376
0,550
0.707
0.843
0.953
1,034
1,083
1.100
1.379
1,316
1.212
1.072
0.900
0.700
0.479
0.243
0,000
-0.243
-0.479
-0.700
-0.900
-1.072
-1.212
-1.316
-1.379
-1.400
-1.379
-1.316
u,u
0,0
0,0
o.o
0.0
0.0
0,0
0,0
o.o
0.0
o.o
0.0
0,0
0.0
0,0
0.0
o.o
o.o
0.0
0.0
0.0
o.o
0.0
0,0
0.0
0.0
0,0
0.0
o.o
o.o
o.o
0,0
0.0
o.o
0.0
0.0
o.o
o.o
0.0
o.o
0,0
0.0
o.o
0.0
0.0
o.o
0,0
o.o
0.0
0.0
0,0
0,0
o.o
0.0
0.0
0.0
0.0
o.o
0.0
V ,U
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0,0
0.0
0,0
0,0
0,0
0.0
0,0
0,0
0.0
0,0
0,0
0.0
0,0
0,0
0.0
0,0
0,0
0,0
0.0
0.0
0.0
0.0
0,0
0,0
0,0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0,0
0,0
0,0
0.0
-------
95
9b
97
98
99
100
101
102
103
104
lOb
106
107
108
109
110
111
112
113
114
lib
lib
117
118
119
120
121
122
123
124
12b
126
127
126
129
130
131
132
133
134
13b
136
137
138
140
141
142
143
144
230,
240,
250,
260,
270,
2BO,
290.
300,
310,
320,
330,
340,
350,
360,
10,
20,
30,
40,
SO,
60,
70,
80,
90,
100,
110,
120,
130,
140,
150,
160,
170,
180,
190,
200,
210,
220,
230,
240,
250,
260,
270,
280,
290,
300,
310,
320,
330,
340,
3bO,
360,
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1,7
1.7
1.7
1.7
1,7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
-1.072
-1.212
-1.316
-1.379
-1.400
-1.379
-1.316
-1.212
-1.072
-0.900
-0.700
-0,479
-0.243
0.000
0.295
0.581
0.850
1.093
1.302
1.472
1,597
1,674
1.700
1,674
1,597
1.47.2
1.302
1.093
0,850
0.581
0.295
0,000
-0,295
-0,581
-0.850
-1.093
-1.302
-1.472
-1.597
-1.674
-1,700
-1.674
-1.597
-1.472
-1.302
-1.093
-0,850
-0.581
-0.295
0.000
-0,900
-0,700
-0.479
-0.243
0.000
0.243
0,479
0,700
0,900
1.072
1.212
1.316
1,379
1.400
1.674
1.597
1.472
1.302
1.093
0,850
0.581
0,295
0.000
-0.295
-0.581
-0,850
-1.093
-1,302
-1,472
-1.597
-1,674
-1,700
-1.674
-1.597
-1.472
-1.302
-1,093
-0,850
-0.5K1
-0,295
0,000
0,2*5
0.581
0.850
1.093
1.302
1.472
1.597
1.674
1.700
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0,0
0.0
0.0
0.0
0.0
0.0
o.o
o.o
0.0
0.0
o.o
0.0
0.0
0.0
0,0
o.o
0,0
0,0
0.0
0,0
0.0
0.0
0,0
0.0
0.0
0,0
0,0
0,0
0,0
0.0
0.0
0.0
0.0
o.o
0,0
0.0
0.0
0,0
0.0
0.0
o.o
o.o
0.0
0,0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0,0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0,0
0,0
0,0
0,0
0.0
0.0
0,0
0.0
0,0
0,0
0,0
0,0
0,0
0.0
0,0
0,0
0,0
0,0
0,0
0,0
0,0
0.0
0,0
0,0
0,0
0,0
0,0
0,0
0,0
0,0
0.0
-------
SCENARIO 61 ARGUS 25, 26, 6, MfcA UN CUALi/CUivc. «T JOB rrn, ru«i jc,i\nn.ir.
POLAR RECEPTOR GRID, 0.3 KM SPACING, SHORT TERM WORST CASt
RECEPTOR
1
2
3
4
5
6
7
6
9
10
11
12
13
14
IS
Ib
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
4b
46
47
48
49
50
RECEPTORS
IDENTIFICATION
10,
20,
30,
40,
50,
60,
70,
80,
90,
100,
110,
120,
130,
140,
150,
160,
170,
180,
190,
200,
210,
220,
230,
240,
250,
260,
270,
280,
290,
300,
310,
320,
330,
340,
350,
360,
10,
20,
30,
40,
50,
60,
70,
80,
90,
100,
110,
120,
130,
140,
0,8
0.8
0.8
0,8
0,8
0,8
0,8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0,8
0,8
0.8
0.8
0,8
0.8
0.8
o.b
0.8
0.8
0.8
0.8
0,8
0.8
0.8
0.8
0.8
0.8
O.B
o.u
0.8
0.6
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
EAST
COORD
(USER
0.14
0.27
0.40
O.bl
0.61
0.69
0.75
0,79
0.80
0.79
0.75
0.69
0.61
0.51
0.40
0.27
0.14
0.00
-0.14
-0.27
-0,40
-0.51
-0.61
-0.69
-0,75
-0.79
-0.80
-0.79
-0,75
NORTH
COORD Al
UNITS)
0,79
0.75
0,69
0,61
O.bl
0,40
0.27
0.14
0.00
-0.14
-0.27
-0.40
-O.S1
-0,61
-0,69
-0,75
-0,79
-0,80
-0,79
-0,75
-0,69
-0.61
-0.51
-0,40
-0,27
-0,14
0,00
0,14
0.27
-0,69 0,40
-0,61
-0.51
-0,40
-0.27
-0,14
0,00
0.19
0.38
0.5b
0.71
0.84
0.95
' 1,03
1,08
1,10
1,08
1,03
0,9b
0,84
0,71
O.bl
0.01
0,69
0,7b
0,79
0,80
1,08
1,03
0,95
0,b4
0,71
0,55
0.38
0,19
0,00
-0.19
-0,38
-0,55
-0,71
-0,b4
RECEPTOR HT
ABV LOCAL GRD LVL
(METEKS)
0.0
0.0
0.0
0.0
. 0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0,0
0.0
0,0
0.0
0.0
0.0
0,0
0,0
0.0
0.0
0,0
0.0
o.o
0.0
o.o
0.0
0.0
o.o
0,0
0,0
0.0
0,0
0.0
0.0
0.0
0.0
o.o
0.0
o.o
0.0
0,0
0,0
0,0
RECEPTOR GROUND LEVEL
ELEVATION
(USER HX UNITS)
0.0
0.0
0,0
0,0
0.0
0,0
0,0
0,0
0,0
0.0
0,0
0.0
0,0
0.0
0.0
0,0
0.0
0,0
0,0
0,0
0.0
0,0
0,0
Q.O
0,0
0,0
0,0
0.0
0.0
0.0
0,0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0,0
0,0
0.0
AVG CONC F'OR PERIOD
DAY l.HR 1, TO DAY366.HR24,
(M1CROGRAMS/M**3)
* 13,07
8.98
5.30
6.76
4,&7
4.30
2.48
2.58
1.81
0.97
0,64
0,28
0,27
0.3b
0,27
0.26
0,37
0.52
0,72
1,11
l.Bb
1.3*
2,17
3.71
4.46
6,til
10.00
11.Ob
10,&d
7,98
7,07
10,91
10.87
10.88
11.59
11.94
11.92
11.13
4,b8
6,62
6.30
4.32
3.46
2.52
2.47
1.04
0,79
0,2t)
0.24
0.36
-------
114
lib
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
136
139
140
141
142
143
144
RECEPTOR
60,
70,
80,
90,
100,
110,
120,
130,
140,
IbO,
160,
170,
IBO,
190,
200,
210,
220,
230,
240,
2bO,
260,
270,
280,
290,
300,
310,
320,
330,
340,
350,
360,
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1,7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1,41
1.60
1.67
1.70
1.67
1.60
1.47
1.30
1,09
0.85
0.58
0.30
0.00
-0.30
-0.58
-0,85
-1.09
-1.30
-1.47
-1.60
-1.67
-1.70
-1.67
-1.60
-1.47
-1.30
-1.09
-0.85
-0.58
-0.30
0.00
U . OD
0.58
0.30
0.00
-0.30
-0.58
-0,b5
-1.09
-1.30
-1.47
-1.60
-1,67
-1.70
-1.67
-1.60
-1.47
-1.30
-1.09
-0.85
-0.58
-0.30
0.00
0.30
0,58
0,85
1.09
.30
.47
.60
.67
.70
-------
25<
26(
27C
28(
29 (
30(
31(
32(
33(
34C
35(
36(
37(
38(
39(
40(
41(
42(
43(
44(
45(
46(
47(
48(
49(
bO(
51C
52(
53(
54(
55(
56(
57(
58(
59(
60(
61(
62(
63(
64(
65(
66(
67(
68(
69(
70(
71(
72(
73(
74(
7b(
76(
77(
78(
79(
80(
81(
82C
83(
-0.75,
-0.79,
-0.80,
-0.79,
-0.75,
-0.69,
-0.61,
-0.51,
-0.40,
-0.27,
-0.14,
0.00,
0.19,
0.38,
0.55,
0.71,
0.84,
0.95,
1.03,
1.08,
1.10,
1.08,
1.03,
0.95,
0.84,
0.71,
0.55,
0.38,
0.19,
0.00,
-0.19,
-0,38,
-0,55,
-0.71,
-0.84,
-0.95,
-1.03,
-1,08,
-1.10,
-1.08,
-1.03,
-0.95,
-0.84,
-0.71,
-0,55,
-0,38,
-0.19,
0.00,
0.24,
0.48,
0.70,
0.90,
1.07,
1.21,
1.32,
1.38,
1.40,
1,38,
1.32,
-0.27)
-0.14)
0.00)
0.14)
0,27)
0,40)
0.51)
0.61)
0,69)
0.75)
0.79)
0.80)
1.08)
1.03)
0.95)
0.84)
0,71)
0,55)
0.38)
0.19)
0,00)
-0.19)
-0,38)
-0,55)
-0,71)
-0,84)
-0.95)
-1,03)
-1.08)
-1,10)
-1.08)
-V>03)
-0.95)
-0.84)
-0.71)
-0.55)
-0.38)
-0.19)
0,00)
0.19)
0,38)
0.55)
0.71)
0,84) *
0.95)
1,03)
1,08)
1,10)
1.38)
1,32)
1.21)
1.07)
0,90)
0.70)
0.48)
0.24)
0.00)
-0.24)
-0,48)
483.26
b05,28
550,20
485,25
551,05
598.29
527,96
584,73
527,54
536,35
480,20
565,75
500,49
523.65
430,17
388.63
355.20
436.03
371.56
347,26
389.24
367*07
419.60
2/4,29
262,54
352,69
215,61
332.77
405.89
407,11
225.46
451,13
448,95
446.46
456,33
333.05
469.42
452.75
530,03
431,12
466,05
441.53
381.14
606,09
527.82
498.18
464,83
525,59
504,52
491.41
387.30
381,91
347,22
459.34
317.27
320.65
382,56
378,63
355.94
(232,17)
(201,13)
(224,14)
(206,10)
(280,15)
(235,15)
(188,15)
(216,14) *
(234,17)
(235,13)
(223,17)
(223,17)
(237,16)
(206,17)
(233,16)
(223,16)
(107,16)
(188,17)
(212,17)
(232,14)
(139,16)
(280,10)
(282,11)
(227, 9)
(123,10)
(281,10)
(281,14)
(277,12)
(277,12)
(209,17)
(209,17)
(278,13)
(278,12)
(235,17)
(232,16)
(252,13)
(232,17)
(193, 9)
(278,15)
(277,15)
(280,15)
(235,15)
(188,15)
(236,16)
(234,16)
(234,16)
(236,17)
(223,17)
(237,16)
(206,17)
(233,16)
(223,16)
(283,13)
(188,17)
(212,17)
(282,10)
(255,17)
(280,10)
(282,11)
469.76
438.76
511.15
485.04
534.83
530.05
520.07
555.34
493.06
535,61
478,83
549,12
454.62
501.40
354.40
363,70
343.02
323.70
344,70
333,98
370, 2b
366,36
340,17
234.77
194.85
301.49
213.22
197.53
324.57
405.64
222.18
380.14
369,75
417,38
444.40
321.49
427.38
408,30
458.99
413.43
465.61
391.06
376.33
477.29
507.38
449.77
456,48
495,72
380.42
452,26
356.51
339.14
346.76
26B.58
305.22
259.40
364.29
304,79
300,72
U19,13)
(277,13)
(206,13)
(199,15)
(222,12)
(235,14)
(202,11)
(194,10)
(224,15)
(281,12)
(235,10)
(230,15)
(237,10)
(233,16)
(240,16)
(237,15)
(107,17)
(192, 9)
(170,14)
(227,10)
(211,15)
(281,13)
(227, 9)
(282,11)
(281,10)
(201, 8)
(201, 8)
( 47,16)
(23b, 9)
(238, 9)
(262, 8)
(107,13)
(278,13)
('.m, 16)
(233,17)
(276,12)
(253,14)
(232,17)
(277,16)
(206, 9)
(206,16)
(224,10)
(202,11)
(216,14)
(234,17)
(276,15)
(192,16)
(222,10)
(237,10) '
(233,16)
(278,10)
(205, 9)
(134,16)
(192, 9)
(174, 7)
(227,10)
(139,17)
(281,13)
(22V, 9)
453,05
435.10
495.52
482.91
529.72
511.47
496.37
528.86
484,53
525, b4
45b,71
511.92
413,38
447.14
330.26
312.33
340.15
296,75
305,08
308,11
361,99
358.23
263.66
199,80
162,07
271,58.
194.27
164,48
306.06
270.38
216.38
317.23
365.05
410,69
387,20
311,32
373.46
408.10
433.36
40b,05
456,28
385,91
364,71
475,31
476.15
448,05
437,11
447.86
353.52
404.22
316,72
304,76
343,27
243.30
268.67
243, bO
351.55
285.74
259,12
(165,14)
(232,17)
(217,12)
(206,15)
(220,13)
(220,14)
(236,11)
(181,16)
(188,13)
(166,16)
(212,10)
(206,12)
(189,16)
(192,15)
(278,10)
(238,14)
(134,15)
(245,12)
(288,14)
(282,10)
(139,17)
(200, 8)
(134,10)
(150,14)
(201, 9)
(201, 7)
(281,10)
(309,16)
(202, b)
(202, 8)
(282, 9)
(249,13)
(247,16)
(247,15)
(232,15)
(253,14)
(219,13)
(284,13)
(206, 9)
(260,11)
(178,15)
(220,10)
(239,10)
(279,15)
(234,15)
(234,15)
(235,10)
(268,16)
(189,16)
(166,17)
(247,18)
(237,15)
(223,16)
(245,12)
(113,17)
(232,14)
(139, lo)
(200, 8)
(347,11)
443.98
431.38
489.59
465.10
525.98
507.42
487.39
512.61
480,02
522.41
451.37
504,77
364.60
432.61
321.82
308.39
339.37
281.27
300.96
292.33
352.65
245.19
259.37
184.30
160.33
206,21
166,45
156,81
227.32
261.33
189,72
289,61
342,24
382.79
370.26
289.54
370.75
385.37
431.13
399.95
427.76
379.61
353.58
447.08
456.49
438.05
429,22
437,45
330,23
391.51
313.14
303.39
333,74
237,57
265,71
235.84
330.09
272.16
238.19
(176,11)
(240,13)
(217,11)
(217,13)
(205,14)
(188,14)
(204,11)
(276,14)
(235,13)
(178,13)
(236,17)
(207,10)
(238,13)
_ (212,16)
(192,15)
(205, 9)
(226,10)
(120,14)
(207,15)
(184,16)
(184,16)
(246,13)
(150,14)
(124,10)
(203,12)
.-(201,10)
(201, 7)
(202,10)
(202, 7)
(162,10)
(249,13)
(153, 8)
(247,15)
(281,11)
(247,14)
(182, 9)
(214, 9)
(277,13)
(217,11)
(234,10)
(259,12)
(206,16)
(216,14)
(255,11)
(247,13)
(178,14)
(192,17)
(207,10)
(189, 9)
(212,16)
(247,10)
(248,10)
(296,14)
(145,16)
(288,14)
(139,17)
(208, 8)
(246,13)
(227, 8)
434.25
420.02
48U.B3
457.09
525.90
480.22
486.54
509.36
473.27
498.53
450.44
503.99
361.30
413.31
319.63
304.05
338.40
273.76
289.88
271.94
348.58
234.45
249,22
119,99
143. VO
205.00
162.74
112.32
207.04
210.08
177,99
279, b9
292.48
351.63
360.49
278.94
366.62
36b,42
418.98
393.10
426,77
378.60
345.48
443.10
432,64
434.10
428,31
433,27
320,34
383.27
311,32
iB5.b4
321,42
2 10. Ob
263.97
224.14
321.18
222.51
231.84
(289,12)
(193, 9)
(203,11)
(197,14)
(184,15)
(276,13)
(279,11)
(212, 9)
(235,12)
(235,12)
(255,12)
(212,14)
(236,15)
(238,13)
(106,15)
(234,18)
(223,16)
(145,16)
(174, 7)
(139,17)
(191, 8)
(150,13)
(200, 8)
( 42,10)
(201,10)
(2Crl, 9)
(201,10)
( 82,12)
(202,10)
(192,13)
(107,13)
( 88,15)
(279,13)
(200, 9)
(276,12)
(141, 8)
(165,14)
(280,11)
(224,14)
(194, 9)
(243,17)
(235,14)
(240, 9)
(275,14)
(240,10)
(133,16)
(223,17)
(249,16)
(106,17)
(260,16)
(240,16)
(284,13)
(134,17)
(120,14)
(309,15)
(123, 9)
(273,17)
(255,17)
(124,10)
-------
(MICRUGRAMS/M**3)
RECEPTOR
1C
2(
3(
4(
5C
6C
7(
8(
9(
10(
IK
12(
13(
14(
15(
16(
17(
18(
19C
20 (
21 C
22(
23(
24(
25(
26(
27(
28 (
29 (
30(
31(
32(
33(
34(
35(
36(
37(
38(
39C
40(
41(
42C
43(
44(
45(
46(
47(
48(
49(
50(
51(
52(
53(
54(
5S(
0.14,
0.27,
0.40,
0.51,
O.bl,
0.69,
0.75,
0,79,
0.80,
0.79,
0.75,
0.69,
0.61,
o.bi,
0.40,
0.27,
0.14,
0.00,
"0.14,
-0.27,
-0.40,
-0.51,
-O.bl,
-0.69,
-0.75,
-0.79,
-0.80,
-0.79,
-0.75,
-0.69,
-0.61,
-0.51,
-0.40,
-0.27,
-0.14,
0.00,
0,19,
0.38,
0.55,
0.71,
0.84,
0,95,
1.03,
1.08,
1.10,
1.08,
1.03,
0.95,
0.84,
0.71,
0.55,
0.38,
0.19,
0.00.
-0.19,
6.79)
0.75)
0,69)
0.61)
0,51)
0,40)
0.27)
0.14)
0,00)
-0.14)
-0.27)
-0,40)
-0.51)
-O.bl)
-0.69)
-0.75)
-0.79)
-0.80)
-0.79)
-0.75)
-0,69)
-0,61)
-0.51)
-0.40)
-0.27)
-0.14)
0.00)
0,14)
0,27) *
0.40)
0,51)
0.61)
0.69)
0.75)
0,79)
0,80)
1,08)
1,03)
0.95)
0.84)
0.71)
0.55)
0.38)
0,19)
0,00)
-0.19)
-0.38)
-0.55)
-0,71)
-0.64)
-0.95)
-1,03)
-l.OB)
-1.10)
-1.08)
471.76
369.82
300.65
212.27
2B3.92
261.82
207.57
266.09
284.96
240.57
158.74
82,49
155,89
272,47
193.63
112.65
237.92
246.49
117.45
136.91
189.53
239.44
218,50
262.60
273.81
247.64
390,16
379,32
526,00
376.64
393,81
455.69
329.23
336,09
325,80
441.98
304.60
312.02
205.72
182.30
295.71
159.07
171.21
165.34
250.41
122.36
169.31
10U.15
108,01
259.35
174.23
110,92
240.01
221.50
146.18
1
(237,12)
(229,15)
(283,12)
(283,12)
(183,15)
(234,15)
(207,15)
(207,15)
(192,12)
(192,12)
(150,15)
(227, 9)
(201, 9)
(201, 9)
(201, 9)
(202,12)
(202, 9)
(202, 9)
(202, 9)
(249,15)
(279,15)
(247,15)
(182, 9)
(182, 9)
(166, 9)
(277,15)
(217,12)
(2HO,15)
(280,15) *
(235,15)
(204,12)
(267,12)
(191,15)
(235,12)
(235,12)
(213,12)
(237,12)
(229,18)
(283,12)
(283,15)
(183,15)
(219,18)
(222,18)
(207,15)
(139, Ib)
(280,12)
(227, 9)
(227, 9)
(201, 9)
(201, 9)
(201, 9)
(277,12)
(202, 9)
(202, 9)
(282, 9)
323.00
326.34
213.81
198.99
224.58
170.10
185.13
201.63
226.58
127.11
133.28
74.50
119.57
148.69
121.23
97,61
146,55
154,05
112,06
128.61
147.75
208.96
201,08
175,42
236.06
225.92
378,60
333,02
413.84
347.69
301,79
357.92
324.03
319.68
318.63
390.86
242,57
311.19
205,19
175.90
232.74
157.48
163,70
139.97
175.56
122.12
158.25
78.26
105,54
117.56
71.87
73.30
135.30
135.70
117.75
2
(207,12)
(237,12)
(229,15)
(183,15)
(234,15)
(222,18)
(144,12)
(192,12)
(207,15)
(200, 9)
(282,12)
(282,12)
(203,12)
(203,12)
(201,12)
(202, 9)
(202,12) .
(192,15)
(192,15)
(102,12)
(278,12)
(279,15)
(247,15)
(141, 9)
(181,12)
(166, 9)
(219,12)
(242,12)
(259,12)
(259,12)
(188,15)
(158,12)
(234,18)
(25V, 15)
(192,18)
(268,15)
(269,15)
(22V, 15)
(106,15)
(157,18)
(107,18)
(219,21)
(288,15)
(220,21)
(211,18)
(2B1 ,15)
(150,15)
(282,12)
( 15, 3)
(281,12)
(281,15)
(202, 9)
(277,12)
(209,18)
(349,15)
310.71
280.08
208.39
170,08
217,04
147.67
184.24
161,98
198,91
125,95
125.07
67,73
105.09
146.54
106.39
82,99
123.68
111.94
98,25
125,73
136,08
121.92
168.20
170,76
224,49
222,72
358,33
327,28
351.22
332,55
255,62
344,18
313,08
319,37
266,34
384,77
240,44
306.61
180.22
161.80
215.89
156,50
163.28
131.36
153.01
119,41
141,07
70.94
87,51
87,85
64.76
65,64
108,19
135.21
103,80
3
(230,15)
(116,15)
(278,12)
(134,15)
(245,15)
(286,15)
(234,15)
(220,21)
(139, IB)
(261,15)
(227, 9)
(150,15)
(201,12)
(201,12)
(203,12)
(277,12)
(192,15)
(209,18)
(301,21)
(279,15)
(247,15)
(200, 9)
(232,15)
( 79,15)
(266,12)
(157, 9)
(242,12)
(219,12)
(220,15)
(280,15)
(279,12)
(204,12)
(151,15)
(178,15)
(213,12)
(233,15)
(272,15)
(285,15)
(278,12)
(107,18)
(134,15)
(286,15)
(144,12)
(288,15)
(114, 16)
(200, 1)
(282,12)
(150,15)
(123,12)
(127,21)
(281,12)
( 47,18)
(238, 9)
(238, 9)
(349,12)
289.21
270.72
206.37
163.27
209,61
137.20
146.70
160.74
158.09
111.80
114.67
56,79
88.72
78.78
47.06
75.06
102,62
111,00
83.65
118.46
121,75
121.32
166,21
166.92
215.71
208.93
349.04
313.47
343.76
303.69
235.39
294,61
291,44
307.08
262.55
375.79
234.70
268,04
163.20
151.20
205.26
145.34
149.71
129.16
150.25
112.31
108.56
61.43
78,91
72.90
55,41
54.83
69.01
87,11
98.61
(212,15)
(265,15)
(284,12)
(245,15)
(134,15)
(143,18)
(2b6,15)
(232,15)
(239,12)
(207,15)
(192,12)
(201, 9)
(123,12)
(281,12)
(202,12)
(201,12)
(277,12)
(202,12)
(209,18)
(170, 9)
(170,12)
(278,12)
( 79,15)
(165,15)
( 90,12)
(198,12)
(253,12)
(274,12)
(205,15)
(279,12)
(235,15)
(179, 9)
(158,12)
(166,15)
(243,12)
(230,15)
(207,12)
(165,18)
(229,15)
(175,16)
(134,18)
(188,18)
( 85,15)
(239,Ib)
(239,15)
(192,12)
(150,21)
(124,12)
(350, 3)
(127,15)
(201,12)
(309,16)
(202,12)
(162,12)
(301,21)
264.48
269.66
195.44
155.63
166.93
135.52
136.46
149.87
146.69
105.31
97.05
53.15
7B.67
72,60
46.05
55.36
79.77
101.43
62.04
116.36
117.75
115.26
151.25
149.62
210,43
206.26
331.55
299,79
314,42
274.20
209,09
294.32
266.06
286,35
245.00
352,95
224.49
255.21
154.42
139./3
202,52
125.51
138.41
120.bB
136.48
99.Ub
87.69
40.00
64.95
6b.77
49.19
52.27
55.62
75.67
75.15
(225,15)
(284,12)
(106,15)
(187,12)
(107,Ib)
(219,18)
( 65,15)
(288,15)
(164,18)
(150,15)
(134,12)
(203,12)
( 15, 3)
(127,21)
(261,12)
(201, 9)
(238, 9)
(236, 9)
(249,15)
(170,12)
(170, y)
(276,16)
(279,15)
(161,12)
(171, 9)
(203,12)
(207, 9)
(197,15)
(249,12)
(168,12)
(152,12)
(161,16)
(267,12)
(258,12)
(243,15)
(237,12)
(230,15)
(106,15)
(101,1:0
(163,16)
(245,Ib)
(242, 3)
( 47,12)
(139,16)
(160,21)
(262,12)
(134,12)
( 42,12)
(281,12)
(201,,12)
(19.1, 9)
(202,12)
(192,15)
(349,15)
(209,16)
-------
» " V
91C
92(
93(
94(
95(
96(
97(
98(
99(
100C
101(
102C
103(
104(
105(
106(
107(
106(
109(
110(
UK
112C
U3(
114C
115(
1 16(
U7(
ii6(
119(
120(
121 (
122(
123(
124(
125(
126(
127(
128C
129(
130(
131(
132C
133(
134(
135C
U6(
137(
138(
139(
140(
141 (
142(
143(
144(
u f V W f
-0.24,
-0.48,
-0.70,
-0.90,
-1.07,
-1.21,
-1.32,
-1.38,
-1.40,
-1.38,
-1.32,
-1.21,
-1.07,
-0.90,
-0.70,
-0.48,
-0.24,
0.00,
0.30,
0.58,
0.85,
1.09,
1.30,
1.47,
1.60,
1.67,
1.70,
1.67,
1.60,
1.47,
1.30,
1.09,
0.85,
0.58,
0.30,
0.00,
-0.30,
-0,58,
-0.85,
-1.09,
-1.30,
-1.47,
-1.60,
-1.67,
-1.70,
-1.67,
-1.60,
-1.47,
-1.30,
-1,09,
-0.65,
-0.58,
-0.30,
0,00,
* 9 - w S
-1 .38)
-1.32)
-1,21)
-1.07)
-0.90)
-0.70)
-0.48)
-0.24)
0,00)
0,24)
0.48)
0,70)
0.90)
1.07)
1.21)
1,32)
1.38)
1.40)
1.67)
1,60)
1.47)
1,30)
1.09)
0.85)
O.S8)
0.30)
0,00)
-0,30)
-0.58)
-0.85)
-1.09)
-1,30)
-1.47)
-1.60)
-1.67)
-1,70)
-1.67)
-1,60)
-1,47)
-1.30)
-1.09)
-0,85)
-0.56)
-0,30)
0,00)
0.30)
0,58)
0.85)
1.09)
1,30)
1.47)
1.60)
1,67)
1.70)
124.77
102.42
95.86
117.41
145.95
83.45
123.00
137.06
223.84
164.00
163.15
137,57
110,62
153.66
148,91
153.97
114,52
213.59
111.78
134,38
87,25
86,49
107.73
70,60
137.72
48.19
97,56
70.57
46.24
25.22
49.06
71,61
59,40
34.34
71.47
90,91
144,92
103,63
79.35
94,37
133.62
63.20
100.55
112.11
184.13
131,60
133.07
117.24
94.38
166,08
113.83
132.56
86.64
171,46
(349,16)
(301,16)
(278,16)
(247,16)
( 79,16)
( 79,16)
( 90,16)
(253,16)
(253,16)
(274,16)
(259,16)
(246,16)
(188,16)
(332,16)
(191,16)
(258,16)
(268,16)
(266,16)
(237,16)
(103,16)
(283,16)
(283,16)
(142,24)
(219,24)
(299,24)
(123,16)
(132,24)
(280,16)
(150,24)
(227,16)
( 15, 8)
(201, d)
(281,16)
(277,16)
(202, d)
(349,16)
(349,16)
(301,16)
( 38,24)
(247,16)
( 79,16)
( 79,16)
(343,16)
(253,16)
(253,16)
(274,16)
(259,16)
(246,16)
( 5,16)
(332,16)
(191,16)
(311,16)
( 41,16)
(26t),16)
36.29
91.26
92.47
98.22
114.43
73.93
96.04
128.69
172.51
135.31
129,80
106.13
91.24
152,03
125.14
149.51
103,66
204,51
85.95
124.38
79.77
71,11
106,79
59,28
86.17
46.86
79.25
51.79
42.43
20.91
40,40
66,16
44,49
32.41
41.74
65.64
35.90
66,44
77.77
83.25
110.22
55,91
96,26
104,13
150.93
115.79
119,26
97.17
87.97
141.60
100.11
126.59
64,05
167.44
(301,24)
(102,16)
( 39,16)
(278,16)
( 88,16)
( 86,16)
(343,16)
(277,16)
(274,16)
(273,16)
(287,16)
(287,16)
( 5,16)
(156,16)
( 99,16)
(311,16)
( 41,16)
(233,16)
(269,16)
(229,16)
(106,16)
(164,24)
(162,16)
(266,16)
(131,16)
(239,16)
(180,24)
(239,24)
( 47,16)
(124,16)
(350, 8)
(281,16)
(201, 6)
(309,16)
(277,16)
(209,24)
(262, 8)
(102,16)
(278,16)
(278,16)
( 68,16)
( 88,16)
( 90,16)
(277,16)
(274,16)
(273,16)
(287,16)
(267,16)
(279,16)
(334,16)
( 99,16)
(256,16)
(26b,16)
(233,16)
34,61
71.58
90,36
84.40
100.04
59,90
96,03
100,69
159,47
124,26
119.72
98.11
91,12
132.79
123,39
144,93
94,82
174,62
83.76
114,64
77,66
62,77
104*28
53.22
84,82
43.29
71,55
42.66
41,26
19.37
34,39
36.71
26.21
30,04
33.81
55.09
32.00
83.58
75.75
70,45
97,70
50.94
82,54
90,63
140,19
107,04
103,73
73.61
65.98
128.99
98.66
126.45
75.21
149.61
(282, 8)
(278,16)
( 38,24)
(279,16)
( 44,16)
( 19,16)
(277,16)
(266,16)
(217,16)
(288,16)
(295,16)
(259,16)
(279,16)
(292,16)
(234,16)
( 99,16)
(291,16)
(291,16)
(285,16)
(262,16)
(245, 8)
(162,16)
(153,24)
(168,24)
(222,24)
(128,16)
(144, 8)
(347,16)
(150,16)
(2b2,16)
(2fel,16)
(1^7,24)
(191, 8)
( 47,16)
(230,16)
(20,!, 8)
(301,24)
( 39,16)
( 39,16)
(279,16)
( 44,16)
( 13,16)
(277,16)
(343,16)
(219,16)
(288,16)
(290,16)
(259,16)
(188,16)
(306,16)
(234,16)
( 64,16)
(291,16)
(291,16)
31.99
70.11
89.18
56.44
90.38
54.59
60.39
95.81
157.47
122.49
116.57
92.36
80.00
128.38
111.83
139.21
94.36
154,06
77.92
102.57
73,94
57.04
102.84
52,96
64,20
38.30
68,79
32.06
40.43
18.90
21.49
30,76
19,73
23.94
15.74
41.94
31.43
80,32
74,56
53.75
74.37
46,83
78.23
81.81
132,50
100.19
99,08
67.73
72.90
121,71
89.77
126.03
70,81
124.21
(282,16)
( 39,16)
(247,16)
(235,24)
(232,16)
( 44,16)
(253,16)
(343,16)
(219,16)
(275,16)
( 58,16)
(188,16)
(109,16)
(334,16)
( 64,16)
( 64,16)
(243,16)
(255,16)
(189,16)
( 29,16)
(103,16)
( 49,16)
(183,16)
(242, 8)
(219,24)
_ (125,24)
(239,24)
(246,16)
(347,16)
(150,16)
(123,16)
(127,16)
(127,24)
( 62,16)
( 47,16)
(238,16)
(262,16)
(301,24)
(247,16)
(235,24)
(232,16)
( 19,16)
(318,16)
(266,16)
(286,16)
(275,16)
( 65,16)
(186,16)
( 11,16)
(292,16)
( 2,16)
( 2,16)
( 96,16)
(255,16)
23.92
69.92
66.93
48.28
74.44
53.99
77. bO
69,75
149.21
118.63
116.37
88.25
78.51
125.93
108.15
129,94
93,99
138,84
76.02
101,25
73,37
55,50
99,98
49.60
79,54
36.19
64.49
30.67
36.03
18.82
17.62
25.33
18.93
16.96
15,17
36.13
24,67
79.61
52.79
42.82
72,65
47.02
75.02
76.45
128.56
93.97
93.21
65.56
67.19
109.76
88.56
116.92
66,95
121. bS
(317,16)
(301,24)
( 38,16)
(281,16)
(320,16)
(320,16)
(266,16)
(217,16)
(266,16)
(242,16)
(290,16)
(135,16)
(246,16)
(109,16)
(156,16)
( 69,16)
(255,16)
(305,16)
(225,16)
(174,24)
(245,16)
(127, 6)
(134,16)
(245,16)
('242, 8)
(262,16)
(221,24)
(281,16)
(282,16)
( 42,16)
(201, 6)
(191, 6)
( 15, b)
(il9,24)
(202,16)
(301,24)
(317,16)
( 36,16)
(329,16)
(281,16)
(320,16)
(M9,16)
( *6,16)
(236,16)
(217,16)
(219,16)
(295,16)
( 85,16)
(240,16)
(156,16)
( 64,16)
( 99,16)
(255,16)
(251,16)
KIVK HIGHEST 24-HOUR S02 CUNCENTHATIONS((ENDING ON JULIAN DAY, HOUR)
(M1CROGRAMS/M»*3)
RECEPTOR
-------
2(
3(
4(
5C
6(
7(
8(
9C
10(
IK
12(
13(
14(
15(
16(
17C
18(
19C
20(
21(
22(
23(
24(
25 (
26(
27 (
2B(
29 (
30(
31C
32(
33(
34(
35C
36(
37(
38(
39(
40(
41(
42(
43(
44(
45(
46(
47(
48(
49C
bO(
51(
52(
53(
54(
55(
56(
57C
58(
59C
60(
0.27J
0.40,
O.bl,
0.61,
0.69.
0.75,
0,79,
0.80,
0.79,
0.75,
0.69,
0.61,
0.51,
0.40,
0.27,
0.14,
0.00,
-0.14,
-0.27,
-0.40,
-0.51,
-0.61,
-0.69,
-0.75,
-0.79,
-o.bo,
-0.79,
-0.75,
-0.69,
"0.61,
-0.51,
-0,40,
-0.27,
-0.14,
0.00,
0.19.
0.38,
0.55,
0.71,
0.84,
0.95,
1.03,
1.08,
1.10,
i.oa,
1.03,
0.95,
0.84,
0.71,
0.55.
0.38,
0,19,
0.00,
-0.19,
-0.38,
-0.55,
-0.71,
-0.84,
-0,95,
0^75)
0.69)
0.61)
0.51)
0.40)
0.27)
0,14)
0,00)
-0,14)
-0.27)
-0.40)
-0.51)
-0,61)
-0.69)
-0.75)
-0.79)
-0,80)
-0.79)
-0,75)
-0.69)
-0*61)
-0,51)
-0,40)
-0.27)
-0,14)
0,00)
0.14)
0,27)
0.40)
0.51)
0,61) *
0,69)
0.75)
0.79)
0.80)
1.08)
1.03)
0.95)
0,84)
0.71)
0.55)
0.38)
0.19)
0.00)
-0,19)
-0.38)
-0.55)
-0.71)
-0.64)
-0.95)
-1.03)
-1.08)
-1.10)
-1.08)
-1.03)
-0,95)
-0,84)
-0.71)
-0,55)
90.86
55.46
70.61
46.52
44.66
31.92
44.15
53.67
30.08
29.30
12.21
32.62
52.38
39.36
26,28
48.06
44.69
23,96
29,36
49.14
46.63
42.06
43.39
56.66
62.28
93.20
89,47
82,85
69.20
68.75
114.11
83,29
71.13
63.45
83.48
61.49
89.31
51,03
61,77
62.19
40.90
33.80
35,53
54.01
30.40
33.35
12.52
19.50
41.02
28.71
15,70
38.63
34.00
28.81
46.80
U0.05
50,21
48.71
40.05
(229 ,24)
(263,24)
(162,24)
(134,24)
(143,24)
(239,24)
(239,24)
(239,24)
(192,24)
(150,24)
(201,24)
(201,24)
(201,24)
(201,24)
(202,24)
(202,24)
(202,24)
(192,24)
(170,24)
( 38,24)
(247,24)
(247,24)
(181,24)
( 90,24)
(1*9,24)
(196,24) *
(196,24)
(280,24)
(186,24)
(188,24)
(158,24)
(1*1,24)
(258,24)
(243,24)
(233,24)
(237,24)
(229,24)
(283,24)
(162,24)
(162,24)
(219,24)
(286,24)
(239,24)
(239,24)
(239,24)
(150,24)
(227,24)
(201,24)
(201 ,24)
(201,24)
(202,24)
(202,24)
(202,24)
(349,24)
(301,24)
( 36,24)
(247,24)
( 79,24)
( 79,24)
64 .06
40.91
57.47
45,93
34.46
26.96
39.26
35.96
28.05
16,66
10.31
14.95
18.59
13.30
16.30
20,97
29.08
20.66
26.29
41.29
34.91
39.5?
39.63
46.58
55.27
89.20
76.89
61.82
61.81
57.80
65.88
73,92
66.43
59.07
81.96
55.64
64,07
46.29
51,17
55,02
35,61
33.06
32.13
37.37
23,21
21.39
9.78
13.19
20.66
17.59
13.87
16.91
24.66
18.80
37.22
40.65
43.36
44,80
39,90
( 103 ,24)
(229,24)
(153,24)
(187,24)
(245,24)
(207,24)
(144,24)
(192,24)
(239,24)
(262,24)
(227,24)
(203,24)
(203,24)
(203,24)
(201,24)
(192,24)
(192,24)
(202,24)
(301,24)
(301,24)
(279,24)
(232,24)
( 79,24)
(199,24)
(197,24)
(253,24)
(197,24)
(220,24)
(220,24)
(204,24)
(159,24)
(I5b,24)
(133,24)
(195,24)
(230,24)
(230,24)
(103,24)
(245,24)
(112,24)
(134,24)
(143,24)
(131,24)
(144,24)
(211,24)
(260,24)
(227,24)
(262,24)
( 15,24)
(127,24)
(281,24)
(277,24)
(277,24)
(209,24)
(301,24)
(102,24)
( 39,24)
(276,24)
(232,24)
( 90,24)
b3 5 1
36.49
56.30
40.21
34.25
27.69
34.54
29,40
17,51
15.92
9.31
11,09
16.91
11.76
10,37
12.63
19.56
16.85
25,96
33.14
33.92
34,26
36.40
44.43
53.69
84.56
74,09
75.76
60,34
55.44
60.83
72,94
64.36
57.50
81.26
51.69
60.41
42,39
45,10
52.62
32,69
29.30
27.32
33,15
15.27
17,63
9.64
10,94
18.96
7.74
8.72
13.52
17,99
lb.27
35,29
38.68
32.62
42.24
35.78
t ~y A u v 4 i
\f^^Vfft^f
(106,24)
(167,24)
(183,24)
(131,24)
(131,24)
(207,24)
(211,24)
(150,24)
(227,24)
(282,24)
(123,24)
(127,24)
(281,24)
(277,24)
(277,24)
(209,24)
(170,24)
(102,24)
(278,24)
(278,24)
( 79,24)
(157,24)
(181,24)
(253,24)
(199,24)
(199,24)
(136,24)
(280,24)
(158,24)
(145,2*)
(234,24)
(235,24)
(233, 24)
(268,'M)
(193, -M)
(106, VI)
(106//4)
( 49, V4)
(187,24)
(245,24)
(143, 24)
(123,24)
(139,24)
(2bl,24)
(262,24)
(150,24)
(123,24)
(261,24)
(127,24)
( 82,24)
(238,24)
(349,24)
(2b2,24)
i b8, 24)
(247,24)
(279,24)
( 88,24)
( 88,24)
37.76
49.60
39.92
33.84
25.31
26.79
28.33
15.89
14.33
8.81
9,63
11.88
8,48
8.31
9.97
12.66
16. Ib
22.49
32.03
20.96
29.12
35.72
42.26
51.13
82.39
73.17
70.27
57.01
44.62
56.96
67.72
64.25
57.22
74.93
51.47
53.10
35.59
43.56
50,74
31,96
26.76
23.15
32.66
14.93
12.22
7.71
10.37
8.47
6.15
8.23
9.16
16.90
11.72
26.56
37.28
21.30
33.69
33.42
(103,24)
(156,24)
(234,24)
(234,24)
(286,24)
(192,24)
(207,24)
(200,24)
(192,24)
(150,24)
( 15,24)
(281,24)
(202,24)
(192,24)
(238,24)
(238,24)
(301,24)
(278,24)
( 39,24)
(232,24)
(181,24)
( 88,24)
(157,24)
(277,24)
X197.24)
(206,24)
(259,24)
(US, 24)
(159,24)
(267,24)
(176,24)
(166,24)
(268,24)
(137,24)
(104,24)
(245,24)
(103,24)
(111,24)
(183,24)
(286,24)
(222,24)
(207,24)
(144,24)
(200,24)
(144,24)
(124,24)
(281,24)
(203,24)
(191,24)
( 47,24)
(192,24)
(238,24)
(249,24)
(276,24)
(276,24)
(232,24)
(247,24)
(181,24)
34. 2b
45.25
37.77
31.46
24.91
2b,V3
26.04
15.75
12.13
6.64
6. 85
7.61
6.V6
5,26
9,91
10.67
12.93
19,03
3U.36
19.03
26.34
34.45
40.42
47. b2
-79.55
71.40
68.60
56. 11
37.88
55.14
52. bl
62.24
55.39
69.69
50.45
52.62
34,23
43,12
50.53
31.68
27.94
22.99
26,60
14,28
10,99
5,02
9.93
7.38
t>.«9
8.19
7.51
12.87
11.28
2b,92
36,45
18,62
30. b7
33,27
(238,24)
(155,24)
(162,24)
(286,24)
(144,24)
(266,24)
(139,24)
(281,24)
(134,24)
(203,24)
(281,24)
(123,24)
(127,24)
( 82,24)
(201,24)
(201,24)
(349,24)
( 8;e,24)
(247,24)
(17(t,24)
(157,24)
( i
-------
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-------
*** REVISED S02 INCREMENT CONSUMPTION USING 7B-79 HAhnklKS MET
CALCULATE (CUNCENTRATION=I .
KKCEPTUR GRU> SYSTEM (RECTANGIJLAR=1 (IR 3, POLAR=2 Of< 4)
i>l oCi0 TABLKS t YtS= 1 , N0 = 0 )
ilKTKDHuLiLIGICAL. DATA INPUT METHLiD (PHE-PROCfcSSKDs 1 , CMU = 2 )
Ib 2 = 2)
.i\M PliMFlLt; EXPUWKWX VAMJfc.S (I)EKAUI, 1 S = l , UUF.R fJNTfcR.rj=2 , 3 )
Vr.K'lICAI. KJT, TKMP. GRADIENT VALUt'S (UtKAUbTSsl , USEr< KNTERS=2,3)
KMISSIUN RATbS FOR AM, SOURCES (NO=0 , YbSXJ )
M CALCULATES FINAL Pt,UMt RISE ONLY (YE5 = 1,W« = 2)
ADJUSTS ALL STACK HEIGHTS FOR OOWNUASH (YbS = 2,NO=l)
INTERVALS)
MIMtiKK
itK
OF
OF INPUT SOURCES
OF .SOURCE GROUPS ( = 0,ALL SLIURCES)
I; I ME PER Hl|) INTERVAL TO HE FRUITED ( = 0,ALI,
,111,'IHEP OF X (RANGE) CIR1D VALUES
V (TIIETA) GRID VALUtS
IMSCRbTE RECEP'IOHS
:; Ei'iissiniM RATE UNITS CONVERSION FACTOR
Ii'lMENT CHEFFICltM'f FOri UMSXAHLE ATMOSPHERE
IMitfjT CilEFFICIEhl' FUH STAttLb ATMOSPHbKt:
AIUIVE GRIlilNI) AT htUCH WlNU SPEED i"A,S
L ilwlT NUMMEK OF ME'Ih-OKOLUGl CAt, DATA
COc-tFIClKlMT FOh PHYSICAL Oh CHIr,i»l J CAI, DEPLETION
K STATION HO.
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-------
*** REVISED
JrtCRh.Mh.ro CUIiSUMPTlUW USING 7b-"79 (U'NUKRS MET
***
J
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*** MK1EUKULUGICAL DAYS TO bb PROCESSED ***
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1111111111
111111
1111
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1111
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*** UPPER
up KIRST THROUGH KITXH WIND SPEED CATEGORIES ***
(METERS/SE,C)
1.54, 3,09, 5.14, 8.23, 10. HO,
1111111111
1111111111
1111111111
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1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
*** WJiMU PHUKILE EXPONENTS ***
ST
CA
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TEGURY
A
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2
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3
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*** vKrt'l'JCAL POTENTIAL TEMPERATURE GRADIENTS ***
(liEGHEES KEl.VIM T'ER METER)
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-------
*** HtVTbfclJ iJl'i^ JHCKKMt.MT CDHSUMPTillN USING 7H-79 hAHBLHS MtT ***
*** X-ClJClHDIHATKS UK KtiCTAiVjULAR GH1U
(NtrlTtHS)
'iu.d , !>91!>00.0, b92UOO.O, 592bOO.il, b9JOOO.O. 593bOO,0, S94000.0,
* + * Y-f:ulJRUl^ArES UK HtCTAiJ'jUI,AR GKIU SYSTtM ***
(MKTUHS)
Oli.o, >!J5l>00().Of 235hbOO.O, 23S7000.0, 2357500.0, 23b«000.0,
*** X,V CfKJHniUATKS MF DISCKETt RECKPTURS ***
(HtThJHS)
l 000.0,2.JS9000.0), I 592000.0,2359000.0), ( 593000.0,2359000,0J, ( 594000.0,2359000.0), (
-------
**+ KEV1SEU M>2 li-ICKEMt.NT CONSUMPTION USING 7B-79 HAKHt.RS MtT
***
EMISSION HA'IE
*** SUUKCE UAT'-t ***
TEMP.
VEl,.
r >; (GHAMS/SEO
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KiiiirUlH K - CA 1'^. *l'H< riKTh.H**2 (METERS]
5
6
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9
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13
14
15
16
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27
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0
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n
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0
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0
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0
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-
0
0
0
0
0
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593793,0
593732.0
593878,0
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593873.0
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HASb
Y ELEV.
1 IMt.TEKS) CHKTtKS)
23563t.(,
2356357
2356347
2356365
2 3 5 6 3 7 H
2356367
2356441
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23562Hd
2356254
2356356
2356519
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HEIGHT
(HETLKS)
15,60
15,60
15,60
45,70
45.70
45,70
45,70
30,90
46.00
46.00
45.70
12.20
20.70
45.70
VERT. DIM
(METERS)
5 E=0
(ME'IfcRS)
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
21,30
9,80
0.00
-------
»** HtVISKU 502 li'ICRKMKNT CONSUMPTION USING 7M-/V MAKBI-KB nti ' * r
* S(iUHCk.-HKCk,HOR COMH1NAT10NS LKSS 1ll'\U 100 METEHS OK THHBt BUILDING
HEIGHTS IN DISL'ANCK. NO AVERAGE CONCtrJTR AT J ON IS CALCULATED *
SdllKCK
NUHHKR
1 1
J2
27
- - HKCEPTOK
X
HH ftANt,K
(METLRS)
594000.0
59400U.U
S94000.0
LOCATION - -
i (MhJlKkU)
OH UlHtCUUN
(Dfc.GKfc.tS)
-!3bbbOO.O
2356500,0
2356500.0
DISTANCE
BETWEEN
(MMTfcRS)
V3.60
54,63
52.70
-------
CONSUMPTION
7H-79 IIAKBEKS i-ItT
* 3bb-nAY
* MAXIMUM VAbUfc. tOUAl,S
CUNCKfllhATlUH (M1CROGKAMS/CUB.IC METKh)
ALL SOURCES *
* HJK Tht HtCLPT'JK GH1I) *
4.bHH67 AND
D AT ( 592bOO.O, 2355500.0) *
Y-AXIS /
('IKTKRS1 /
2 3 S8 0(> 0.0 /
2 H 5 7 5 0 0 . o /
2357000.') /
2 .1 5 n 5 d d . ;.. /
2356000.'- /
23bSr>on.d /
591000.0
0.64039
0.51450
0.51(434
1 .24071
2. 14963
3 . 3 9 H 4 1
591500.0
0 . 8 0 0 2 B
0,66134
0 . 6 Id '1 b
1 .429H3
2.72872
4.12623
592000.0
0 . 9 6 b B 7
0.96321
0, /435H
1.67994
3.71 149
4,32008
X-AX
592500,0
1 .07344
1 ,25585
0.92026
1.99651
4.41164
4.58b67
593000,0
0,97838
1 ,45028
1.28727
2.17010
3.40166
3.82942
593500.0
0.72516
1.12956
1.41328
-0.18591
-1.84845
1 .91789
594000.0
0.87251
1 .15364
0.90582
-1.29522
-0.05905
0.12568
-------
365 DAYS
SGRUUVd 1
*** HKVISKI) SU2 IWCKKMf.Nf CONSUMPTION USING 7B-79 HAKBF.RS rth.T ***
* 3bS-DAY AVKHAGt CONCKiJTH ATXUN ( W ICRUGH AMS/CUBIC MKTtH) *
* f UH
- X - - If - CUD. - X -
1Mb. DISCI
- y -
ALL SQIjRCtS *
(tit: HtCEfTOH POINTS *
CUN. - x - - v - CUN.
b'HOOO.O V'JIj'JDOO.O O.e>839^ b'i^OUO.O ^3by()0().() 0.65601 b93uOO.O 23b9000.0 0,41727
Sr»l^rM).0 ?3t>9000.0 0.4«909
-------
*** Rb:visfc:u 502 INCHKHKNT CONSUMPTION USINI; 7b-79 BARBERS
***
* HIGHEST 3-nouR AV&HAGK CUHCKNTKATIO'* (MICRUGKAMS/CUBK: MKTKRJ
* HrpOO.'i /
235b500.0 /
591000. 0 591
4 9 . b 1 9 4 2
47.00007
41 .92703
ti9.»>779b
72. 1«»944
b 9 . 7 6 ') 7 9
1160,
(160,
(3(17,
(133,
(160,
(327,
2)
6)
5)
2)
3)
5)
45.97269
48.97657
51.04213
77.58829
80,y990b
65.25922
bOO.O
(160,
(160,
(3U7,
(133,
(160,
(108,
X-AXIS (MfcHKKS)
592000, 0
4)
6)
5)
2)
3)
"7)
b5,5437'»
63.54280
52,54225
Bb.bobfaii
69.20292
76.64362
(222,
(198,
(307,
(133,
(160,
( 86,
8)
6)
5)
2)
3)
3)
592500.0
HI. 09880
77.94316
76.14516
90.32962
83.48332
H9. 47147
(159,
(347,
(160,
(133,
(330,
(161,
6)
5)
6)
2)
3)
3)
593000.0
54.62228
103.75332
103.97676
81.12972
137.83649
9B, 34387
(187,
(159,
(19b,
(318,
(161 ,
(184,
6)
6)
6)
4)
3)
3)
-------
*** rtKVISKO SD2 INCKKMENT CONSUMPTION USING 7B-79 UAKBERS MET ***
Y-AXIS
* HIGHEST 3-HOHH AVERAGE CUNCEnTKATIUN (HICRUGKAMS/CUBIC METER) *
* I-RUM ALL SO'jRCES *
* KUH THE RECEPTOR GRID *
* MAXIMUM VAl.UK EQUALS 137.H3619 AND OCCURRED AT ( 593000,0, 2356000,0) *
X-AXIS (METERS)
593500,0
594000.0
23SBOOO.
2157500.
2357000.
2356500.
2356000.
235H500.
o /
0 /
0 /
0 /
1 1 /
0 /
70
99
'*7
I 24
1 35
107
94756
.34325
.85902
.59259
.43912
,6b334
(252,
(252,
( 160,
( 83,
(1R4,
(25b,
6)
4)
5)
5)
3)
3)
66
95
130
0
44
75
.39211
.68044
.34518
.01381
, 12628
.10938
(228,
(228,
(228,
(125,
( 56,
( 44,
5)
5)
5)
6)
5)
6)
-------
3-HR
SGftUUP*
+ ** I'KVISKI) .Sl)2 1NCKKMKNT C'fJUSUMI'T I OH USifili 7 H - 7 9 (lAKBFRS UtT ***
* Hl^MKST -1-hOUH AVIr-rfAGb CUNCKriTHATiu'4 ( M J CHUtiHAMS/CUB 1C Mt'TtH) *
« t-'kurf ALL Sij'jhCLS *
* KUH THt Dl.'jCHKrt HtCtt'UJH PU1NTS *
- / - CUM, (IJAY.PKh ) - X - - V - CON. CUAY.Pt.R )
2359000.0 4b. 26^35 (3b9, 6)
'< luOO.O ^ 23b9000.0 Jb. 21/82 ( 62, 1) 594000,0 2359000.0 46.6b5fa9 (156, 3)
-------
*** HKVISKD SU2 INCREMENT CUHSUMPT 10,J USING 78-79 bARHE.RS HtT
3-HR
SGKUUf«
* SLCUND HIGHEST
3-HOUR AVtriACJfc CUuCkrJTR AT'IUN (MICKUGRAHS/CUblC f'ETER)
* t HUM ALL SU'JRCKS *
* FGu Tilt, KtChPlOK GRID *
Y-AXIS /
IHI-JTKR5) /
2 3 b o il 0 0
23S7SOO
2357000
2356500
2356000
23r)5500
. n /
.0 /
.0 /
.0 /
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. 0 /
b 41 000.0
43.33436
34.54630
2h.276b2
rj 9 . 1 3 6 b 6
b 4 . 4 4 7 0 9
54. 1 b06H
( 190.
(34V,
( 1 V 2 ,
(318,
( 102 ,
( 56,
b)
6)
73
4)
7)
6)
591
44.82832
47.75155
35.42789
bl .30885
48,9/378
63.95613
500.0
(347,
(198,
(288,
(313,
(177.
( a,
X-AXIS (MKTEKS)
392000.0
5)
6)
4)
4)
5)
6)
57.3818'j
5J. 38040
44.66280
o2.84393
59.68782
74.95503
(271,
(160,
(288,
(318,
(290,
cm,
6)
2)
4)
4)
6)
4)
592500.0
49.39491
74.39350
57.57553
68.30290
70.86963
63.87791
(205,
(160,
(120.
(318,
(166,
(149,
5)
4)
6)
4)
3)
3)
53
74
89
78
102
88
593000,0
.22721
.59791
.08831
.84915
.45168
,27083
(155,
(160,
(160,
( 83,
C 1 7 fa ,
(140,
5)
5)
4)
5)
3)
3)
-------
3-HR
SC,rtUul>»
*** REVISED SlV-d INCREMENT Cf liMSUMPTiDN USING 78-79 UAKBKRS MET ***
(MKTI-IPS)
* .SE.Ci.iND HIGHEST 3-HWJR AVERAGE COftCKNTRATIUh ( M ICKUGRAMS/CUblC METER)
* FRUM ALL, SOURCES *
* FUR THE RECEPTOR GRID *
* MAXIMUM VALUE tOUALS
125.84117 ANU OCCURRED AT ( 594000.0, 2357000.0) *
X-AXIS (METERS)
594000. 0
23SBi'Oi>.
2 3 b / S 0 0 .
2^57000.
2 3 1 6 S 0 0 .
2 35600 u .
2 3 V-vi 0 C, .
0 /
0 /
0 /
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0 /
0 /
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HO.
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M .
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107.
954 r;
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y i h v 3
664H1
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32942
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( I 'J '> ,
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(267,
(140,
( 1 BH,
4)
5)
5)
4)
3)
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64
86
1 25
0
33
48
.12491
,42630
,H4417
.U0920
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.73156
(316,
(316,
(93,
( 46,
( 55,
(127,
5)
5)
5)
7)
4)
3)
-------
StJROUPH
*** KfcJVI.SKI) SU2 INCREMENT CONSUMPTION USINtJ 7H-79 BAKHKRS MtT ***
* SKCUNI) HIGIItST 3-HUUK AVE-MACt COmCEHTRATlON (M 1CHOGH AMS/CU81C MKTEH) *
* hRuH A I, I, SO'jRCKS *
* KUK THK UlSCHKTE KKCtPTOK PU1UTS *
- X - - Y - CUN. (L)Ay,Pfc.K J - X - - Y - CON. (DAY.PtR )
235"iiOO,o 4iJ.Hy272 (Ib9, b) 59^000.0 '4!3b9UOO.O 41.0B812 (317, 5)
, 6) bS»4000.0 2359000.0 JH. 66664 (227, t>)
-------
*** KtiVtStli S2000.0
10
9
12
13
19
29
.08400
.52963
.93002
.92418
,29953
.63116
(251 ,
(160,
(307,
(107,
( 107,
(108,
) 11
) 13
) 12
) 15
) 21
) 26
. 75039
.84904
.02/81
.85040
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.74643
(271, 1 )
(160, 1)
(307, 1)
(107, 1)
(107, 1)
(136, 1)
13.
13.
10.
18.
22.
23.
?356000.0)
*
592500.0
05261
730B7
052o2
20333
26H98
73260
(359,
(34V,
(160,
(107,
(108,
(181,
1)
1)
1)
1)
1)
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12
15
22
17
J3
17
593000,0
.19244
,74441
.73820
.93853
.19875
.09707
(155,
(271,
(198,
(107,
(161,
(203,
1)
1)
1)
1)
1)
1)
-------
*** RKVIStU SO2 INCKt.MtNT CUNSUMPT UJN USING 78-7V HAHBKRS HKT ***
* HIGHEST 24-HOUR AVtRAGE CUMCENTHAT10'< CMICRUGKAMS/CUbIC ME'l'fcR) *
* fRUM Al,l, Su'jHCLS *
* FOR THE RfcJCtPliJR GRID *
* MAXIMUM VALUh tOOAL6 33.19H7b ANU uCCURRKD AT ( 593000.0, 23b6000.0) *
Y-AX1.S /
o KTi-.nro /
23b8i)00.0 / 14
23S/.SOO.O / 17
23b7i"iOO.(i / 19
2 3 b f i b 0 f i . 1 1 i 26
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23SSSOO . o / 1 7
h'-Kj
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.01601
. H b 7 h V
.92761)
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. 7 7 0 1 3
1500.0
(252, n
C15b, 1)
( 'J 4 , 1 )
C M, 1 )
( 1B4, 1)
( b4, 1)
594000.0
25
27
30
0
5
9
.15812
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,01041
.0009?
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(156,
(Ibb,
(239,
(227,
( 56,
( 44,
X-AXUi (MbltUvS)
1)
1 )
1)
1)
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1)
-------
i 1 - M K
SGKOUP* 1
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-------
USING
OF 200
FOJWT ff.'t r,ATA WITH A GHJD SPACING
COMPI.EXI (VERSION 80353)
AN AIR OUALITY DISPERSION MODEL IN
SECTION 1. MODELS FOR EVALUATION.
IM UhAMAP (VERSION 4) DEC HO
SOURCE: FILE * ON UNAHAP MAGNETIC TAPE FRUM NT1S.
GENERAL INPUT INFORMATION
THIS HUM OF COMPLEX I -VERSION 80353 IS FOR THE; POLLUTANT PART FOR 366 24-HOUR PERIODS.
CONCENTRATION KS'lthATES BEGIN l)U HOUR- 1,JULIAN DAY- 1, YE.AH-196B.
A t'ACTOW (\t 1.0000000 HAS HFiEN SPtCIt'lED I'O CONVEST U8EK LEIJGTN UUITS Tu KILOHETEKS.
0 SIGNIFICANT Si'UKCHJS ARE TO OE CONSIDERED.
THIS RUM WILL WOT CONSIDER ANY POLLUTANT LOSS.
HIGH-FIVE SUMMARY CONCENTHATION TABLES WILL BE OUTPUT FUK 4 AVERAGING PERIUUS.
AVG TIMFS (IF 1,3,fl, AND 74 HOURS ARE AUTOMATICALLY DISPLAYED.
A FACTOR HI- 0.300 HADIftL DISTAtlCES TO GF.WFRATF. RECEPTORS
PRINTED OUTPUT OPTIONS
EMISSIONS WITH HEIGHT TAbLE
MET DATA SUMMARY FOR AVG PERIOD
HOURLY CONTRIBUTIONS
ME! DATA ON HOURLY CONTRIBUTIONS
DELETE
DELF.TE
DELETE
DELETE
DELETE
DELETE
DELETE
DELETE
DELETE
DKLKTE
DELKTK
RUN IS
WHTTfl
Wf-TI f
'H l> T X f
PUIICH
FINAL PLUME PISE CALC UN HHLY CONTRIBUTIONS
HOURLY SUMMARY
MET DATA OM HRLY SUMMARY
FINAL PLUME RISE CALC ON HRLY SUMMARY
A VC- PERI MD CONTRIBUTIONS
AVERAGING PERIOD SUMMARY
AVG CONCENTRATIONS AMD
OTHER CONTROL AND OUTPUT
PART OF A SEGMENTED RUN
PARTIAL CONC TO DISK OR TAPE
HOURLY CONC TO DISK OR TAPE
ftVK-PERlOD CONC TO DISK OR TAPE
AVC-PEK1OD COi-IC ONTO CARDS
TABLES
OPTIONS
COMPLEX TERRAIN OPTION
0= IGNORE OPTION
1= USE OPTION
1
1
ANEMOHF.TF.H hFIGUT US'. 10.00
EXPONENTS FOR PoWl-P- LAw ivIND INCREASE WITH HEK.H1 ARE : 0 . 10 , 0 . 1 b , l). 20 , 0 . 2f>, 0 . 30 , 0 . 30
TERRAIN AIJJUSTMl-'UTS ARF: 0 . &00 , 0 . 500 , 0. 500 , 0 , b()0 , 0 . 000 , 0 . 000 /MIN IS 10.0
-------
KAST NURTH
COORD COORD
(USKR UNITS)
SU2CG/SEC)
7
e
10
PART(G/St:C) STACK STACK STACK -STACK PIVItN. IMPACT F.I- F UKD-l.VL, IM.IIY tLUX
EMISSIONS HTCMJ TtMPCK) Ul AM ( rt ) V LL ( M/StC H M I CRO C;/M**3) HT(H) Fl.F.V F
USF.H HT K**4/S**J
UNITS
593.72
593.74
593.86
593.85
593.73
5^3. 8H
593.88
593.95
591.50
591. (.1
591 .61
591. M)
591 .74
591.75
591.61
592.12
591.62
594.30
594. in
594,30
594.30
592. RO
593. B7
2356,40
2356.39
23S6.43
2356.46
2356.36
2356.68
2356.37
23S6.48
2357.10
2357.22
2357.23
2357.24
2356.94
2356.91
2357. 16
2356.73
2356.50
2356.50
2356.50
2356.50
2356.50
2356,20
2356.52
10.86
0.68
0.03
0.16
3.56
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0.05
0.21
15.10
J1.30
24. 10
16.80
30.80
17.00
2.79
1.70
40.10
0.06
0.00
0,03
0.03
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0.36
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0,01
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2.18
0.23
0.12
0.12
3.65
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0,02
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0,04
1.80
0,44
30.5
17.4
30.5
36,4
45.7
45.7
45.7
30.9
38.1
35.1
35.1
35.1
48.0
48.0
35.1
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15,6
16.7
18,3
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635.0
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450.0
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2.2
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7.0
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4.9
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28.7
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2.23
0.10
0.06
0.61
2.64
9.02
6,61
7.13
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0.88
0.61
2.14
5.46
1.03
0.97
1.09
1 .09
121.04
0,67
142.38
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74.01
153,02
90. 14
6B.86
93. H6
100.9?
12b.33
95.31
95.31
91.40
124.49
117.67
100.75
50.69
197.30
46.96
30.04
40.59
40.59
25.47
195.32
0 . 0 0
0.00
0.00
0,00
0.00
0.00
0.00
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0.00
0.00
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29.4:
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6,611
65.811
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4.56
4 ,56
2,42
80.93
6 11
7 12
8 1 4
9 20
10 21
11 22
12 23
13 24
14 25
15 26
16 31
17 34
18 37
19 38
20 39
21 40
22 4"
23
ADDITIONAL INFORMATION ON SOURCES,
EMISSION INFORMATION FOR 23 (NPT) POINT SOURCtS HAS BtF.N INPUT
0 SIGNIFICANT POINT S'HIRCF.S(NSIGP) ARE TO BE USED FOR THIS RUN
THE ORDKU OF SI G.M IF1CANCF. (IMPS) FOR 25 OR LESS POINT SOURCES USED I»* THIS RUN AS MSTEl) IU POINT SOURCE NUMBER:
SURFACK MF.T DATA FRuH STAT ION(ISFCD) 22514, YKAR (I SFCYR ) 1968
MIXING HEIGHT DATA FROM STATIONCIMXD) 22536, YEARUMXYR) 1
-------
78**
79**
80**
8 1**
82**
R3**
R4**
R5**
86**
P7**
88**
R9**
90**
31**
92**
93**
94**
95**
96**
97**
98**
99**
100**
101**
102**
101**
101**
105**
106**
107**
108**
109**
no**
111**
1 12**
113**
114**
1 15**
116**
117**
1 18**
1 19**
1 ?. 0 * *
121**
122**
1 2 3 * *
174**
125**
126**
1 2 7 * *
12H**
0.0
0. 0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
o.o
o.o
0.0
0.0
0.0
0.0
0,0
0.0
0,0
0.0
0.0
0.0
0,0
0,0
0.0
0,0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
o.O
0.0
0,0
0,0
0. 0
0.0
0.0
S 9 1 .500
591 .750
S92.000
592.750
592.500
592.750
593.000
593.250
593.500
593.750
591 .000
591.250
591 ,500
591.750
592,000
592.250
592.500
592.750
593.000
593.250
593.500
593.750
594.000
594.250
594.500
591 .500
591 ,750
592.000
592.250
592.500
592.750
593,000
593,250
593,500
593,750
594.000
594.250
594.500
591 .500
591 ,750
592.000
592.250
592.500
592,750
593.000
593.250
593.500
593.750
594.000
594.250
594.500
23hl.OOO
2361 .000
23bl .000
2361 .000
2361.000
2361.000
2361 .000
2361 .000
2361.000
2361 .OUO
2360.750
2360.750
2360.750
2360.750
2360.750
2360.750
2360.750
2360.750
2360.750
2360,750
2360.750
2360.750
2360.750
2360.750
2360.750
2360.500
2360,500
2360.500
2360.500
2360.500
2360.500
2360.500
2360.500
2360.500
2360.500
2360.500
2360.500
2360.500
2360,250
2360.250
2360,250
2360.250
2360.250
2360.250
2360.250
2360.250
2360.250
2 3 n 0 , 2 5 0
2360.250
2360.250
2360.250
0.0
0.0
0.0
0.0
0.0
0.0
0.0
O.Q
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0,0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
o.o
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
1 D U . \.l
210.0
'I H 0 . 0
310.0
260.0
330,0
320.0
390.0
400,0
360.0
40.0
70.0
100,0
160.0
200.0
180.0
190.0
200.0
160.0
230.0
200.0
340,0
490,0
450.0
360.0
70.0
90,0
120.0
140.0
130,0
130.0
140.0
150.0
210.0
240,0
480,0
360.0
230.0
40.0
50.0
70.0
80.0
80.0
90.0
100.0
110.0
100,0
120.0
230.0
200.0
200.0
* ONF-: ASTERISK INDICATES THAT THE ASSOCIATE HECEPTORCS) HAVE A GRO'jIMD LEVEL ELEVATION LOWER THAN THfc. LOWEST SOURCb BASK H
CAUTIIW .SIIOUI,P UK IISKD IN INTERPRETING CONCENTRATIONS KOR THESE RECf'TORS. '
** TWO ASTfclRlSK.S TNIUCATK THAT THE ASSOCIATED HECt- PTUR (S) HAVE GROUND LEVEL ELEVATIONS ABLW THE LOWEST STACK 'ICIf
CONSKOUKHTLY MM CALCULATIONS WILL BE PEHfORMKD WITH THIS Rfc.CEPTUP.A SEKIES OK ASTERISKS WILL INSTEAD APPEAR JN THK UUTPIU
-------
RECEPTOR
I
2
3
4
5
6
7
8
9
10
1 1
12
13
14
15
1 6
17
18
19
20
21
22
23
24
25
26
27
78
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
f>H flUKBKHS I'dllJT MET DATA WITH A URID
F.'l't.ti.S
RECEPTORS
IMKNTiFJCAT
1011 EAST
COORD
NORTH
COORD AH
CUSER UNITS)
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0 . 0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
o.o
0,0
0.0
0.0
0.0
0. 0
0 . 0
o.o
0,0
0.0
590.00
590.7,5
590.50
590,75
591 .00
591.25
591 .50
591.75
592.00
592.25
592.50
592.75
593.00
593.25
593.50
593.75
594.00
594.25
594,50
590.00
590.25
590.50
590.75
591 .00
591 .25
591.50
591 .75
592.00
592.25
592.50
592.75
593.00
593,25
593.50
593.75
594.00
594.75
59*. 50
590.00
590.25
590.50
590.75
591 .00
591 .75
59) .50
541.75
592.00
592.75
597,. 50
592.75
2362.00
2362,00
2362.00
2362,00
2362.00
2362.00
2362.00
2362,00
2362.00
2362.00
2362.00
2362.00
2362.00
2362.00
2362.00
2362.00
2362.00
2362.00
2362.00
2361,75
2361 .75
2361.75
2361.75
2361,75
2361.75
2361,75
2361.75
2361.75
2361.75
2361.75
2361 .75
2361.75
2361.75
2361 .75
2361.75
2361.75
2361.75
2361.75
2361.50
2361 . bO
2361.50
2361.50
2361 ,50
2361.50
7361 .50
2361 .50
2361 .50
2361 .50
2361 .50
2361.50
RECEPTOR HT
AHV LOCAL <;R!> LVL
(METERS)
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
0.0
0.0
o.o
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
o.O
0.0
o.o
o.o
0.0
0.0
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
O.P
0.0
o.o
0 .0
RtCEPTUR GROUND LEVEL
LLEVAT10N
CUShR HT UNITS)
20.0
60.0
140.0
360.0
360.0
580.0
560.0
540.0
340.0
640.0
600,0
650.0
570,0
700.0
600.0
650.0
620.0
700.0
630,0
80.0
280.0
280.0
160,0
370.0
420,0
420.0
400.0
380.0
520.0
550.0
530.0
550.0
630.0
520.0
540.0
630.0
640.0
540,0
40.0
120.0
70.0
190,0
300.0
310.0
330.0
760.0
400.0
400.0
4bO.O
440.0
AVG CUNC FOR PfcRIUtJ
DAY 1 ,HR 1. TO DAY36t.,HR24,
(MJCROGRAMS/M**3)
0.1 H
0.20
0.2b
(>. IB
0.39
0.37
0.3t>
0.37
0.42
0.36
0.36
0.33
0.35
0.33
0.35
0.34
0.34
0.31
0.31
0.22
0.32
0.35
0.30
0.41
0.42
0.41
0.42
0.45
0.43
0.40
0,37
0.3b
0.37
0.39
0.3b
0.3V
0,33
0.34
0.21
0.^5
0.2 3
0.34
0.44
0.44
0.4<*
0.43
0 . T/
0.47
0.4^
0.41
-------
52 °-» 3VJ.^3 ^ Jr>..,;,« . .....
53 0.0 593.SO 23*1.bO 0.0 440.0 O.'VA
s/l 0.0 b93.75 2361.50 0.0 380.0 0.14
55 0.0 592.25 2360.50 0.0 140.0 0.4>
107 0.0 592.50 2360.50 0,0 130.0 0.39
108 0.0 592.75 2360,50 0,0 J30.0 OJ4U
109 0.0 593.00 2360.50 0.0 140.0 0.43
1)0 0.0 593.25 2360.50 0.0 150.0 0.44
HI 0.0 593.50 2360.50 0.0 210.0 0,51
-------
11-1
1 14
1 15
1 J fa
1 17
118
119
120
121
1?2
123
124
125
126
127
128
() . O
0.0
o. o
0.0
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
S94.00
594.25
594.50
591 .50
591 .75
592.00
592.25
592.50
592.75
593.00
593.25
593.50
593.75
594.00
594.25
594.50
2360.50
2360. bO
2360.50
2360.25
2360.25
2360.25
2360.25
2360.25
2360.25
2360.25
2360.25
2360.25
2360.25
2360,25
2360,25
2360.25
o.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
<»BU . II
3faO .0 O . bl
230.0 0.4 J
40.0 O.J3
50.0 0.34
70.0 0.37
80.0 0.3H
80.0 0.37
90.0 0.3U
100.0 0.4.1
110.0 0.42
100.0 0.3H
120,0 0.39
230.0 0.50
200.0 0.40
200.0 0.42
riVK HIGHEST
1-HOUR PART CONCENTRATIONS((ENDING ON JULIAN DAY, HOUR)
(HICRt)GRAMS/M**3)
RF.CEPTflP
1C 590.00.2362,00)
2C 590.25,2362.00)
3( 590.50,2362.00)
4( 590.75,2362.00)
5( 591.00,2362.00)
6( 591.25,2362.00)
7( 591 . 50,2362. 00)
8( 5<>1.75,2362.00)
9( 592.00,23f>2,00)
10( 592.25,2362.00)
IK 592. SO, 2362. 00)
12( 592.75,2362,00)
13( 593.00,2362,00)
14( 593.25,2362.00)
15( 593.50,2362.00)
16( 593.75,2362.00)
17( 594. .00,2362.00)
1R( 594.25,2362.00)
19( 594.50,2362.00)
20( 590.00,2361.75)
21 C 590,25,2361.75)
22C 590.50,2361.75)
23C 590.75,2361.75)
24( 591.00,2361.75)
25( 591.25,2361.75)
26C 591 .bO, 2361 .75)
27( 591.75,2361.75)
2R ( 592 .DO,2J61 .75)
29( 592.25,2361.75)
30 ( 592. ,50, 2 561 .75)
3l( 592.75,2361.75)
32( 593.00,2361.75)
33 ( 593.25,2.161.75)
34( 593. 50,2361 . /5)
35( 593.75,2361.75)
36( S94.00.2361 .75)
37( 594.25,2361.75)
3fi( 594. bO, 236) .75)
17,79
23.63
41 .28
90.81
95.47
78.15
71 .08
72.55
Bb.23
65.46
67.62
63.64
67.96
58.65
63.85
59.49
59.96
50.44
56.45
26.95
77.55
88.56
50.94
97. H5
95. H2
85.98
87,41
H 8 . 3 9
7P.48
75.71
76.25
73.74
67.10
73.H9
70.19
62.77
5 0 . H 0
64. HR
(129,20)
(129,20)
(129,22)
(129,21)
(129,21)
(245,21)
(344,22)
(344,21)
(103,20)
(344,21)
( 22,22)
( 22,22)
(245,20)
( 41,21)
( 41 ,21)
( 41,21)
( 25,21)
( 25,21)
( 55,23)
( 34,20)
(245,21 )
( 129,22)
(129,22)
(129,21)
(245,21)
(344,22)
(344,21 )
(3*4,22)
(344,21)
( 22,22)
( 22,22)
(345,19)
( 41,21)
( 41,21)
( 41,21)
( 25,21)
( 55,23)
( 55,23)
17.10
20.80
37.14
88.85
81 .88
69.40
71.08
72.55
82.74
65.45
67.62
63.61
67.95
5P.60
63.84
59.48
59.95
50.43
56.45
26.19
77.54
78.93
44. HO
87.31
B5.50
85.98
87. 41
88. 39
7H.47
75.71
76.22
*9.01
67.05
73.09
7 0 . J 8
62.76
50.80
64.88
( 34
(297
(245
(129
(103
(344
(344
(344
(344
( 22
( 22
(245
(345
(112
( 25
( 25
(346
(346
( 55
( 33
(129
(245
(245
(245
(103
(344
(344
(344
( 22
( 22
(245
(245
(112
( 25
( 25
(346
( 55
( 55
,20)
,19)
,21)
,22)
,20)
,22)
,20)
,22)
,22)
,21)
,23)
,20)
,19)
,20)
,21)
,21)
,11)
,19)
,24)
, 1)
,22)
,21)
,21)
,21)
,20)
,20)
,22)
,21)
,21)
,23)
,20)
,20)
,20)
,<:!)
,-il)
,19)
,24)
,24)
16,19
20.80
37.06
80,98
81.87
69.38
71.07
72.55
82,74
65.45
67.59
54.19
57.60
58.59
63,84
59.47
59,94
45.33
47.31
25.79
77.54
78.93
44.72
74.69
73.25
85.97
87,41
88. 39
7 b , 4 7
75. hH
64.69
62.48
6 7 . 0 4
7 3. OH
70.17
5H .79
50.80
54.14
(297,19)
(284,20)
(129,21)
(245,21)
(245,21)
(103,20)
( 22,20)
( 22,21)
(344,21)
( 22,22)
(245,20)
( 41,21)
( 41,21)
(345,19)
(346,19)
(346, 19)
(104,20)
( 55,23)
( 59,20)
(311,20)
(129,21 )
(129,21)
(129,21)
(103,20)
( 22,20)
( 22,20)
(344,20)
(344,20)
( 22,22)
(245,20)
(345,14)
(11 2, 20)
(345, ly)
(346,19)
(346, 19)
( 104 , 20)
( 5 . H 7
73.06
58,97
52. / 8
41.17
53.48
(311,20)
(245,21)
(297, 19)
(344,22)
(344,20)
( 22,21)
( 22,21)
( 22,20)
( 22,21)
(344,20)
( 22,21)
(346,19)
(346,19)
(346,19)
( 1 12,20)
(1 12,20)
( 55,23)
( 59,20)
( 25,21)
(129,20)
(129,20)
(344,22)
(297,19)
(344,20)
( 22,23)
( 22,21 )
( 22,20)
( 2?, '3)
(344,20)
( 22,21)
(104,20)
( 3 4 1> , 1 9 )
(346, 19)
(1 12,20)
( 55,23)
( 55,24)
( 57,20)
( 66,20)
-------
4O( 590. ',15, 2 3 61. 50)
4 1 C S«»O.SO,-<>361.50)
42C 590. 75,2361 .bO)
43( 591.00,2361.50)
44( 591.75,7361.50)
45( 591 .bO, 2361 .50)
46( 591 .75,2361 .50)
47( 597..00.23SJ .50)
4R( 592.25,2361.50)
49( 592.50,7361.50)
50( 592.75.2361.50)
bl( 593.00,2361.50)
5?.( 593.75,7361.50)
b'3( 593.50,7361.50)
54C 593.75.2361.50)
55 ( 594.00,2361.50)
56C 594.25,7361.50)
57( 594.50,2361.50)
58( 5«0.25,2361.25)
59( 590. bO, 2361. 25)
60( 590.75,7361.25)
MC 591.00,2361.25)
6?( 591.75,7361.25)
63( 591.50,2361.25)
64C 591 ,°75, 2361 .25)
65 C 592. 00,2 161 .25)
6 6 ( 5 9 ,! , 7 5 , 7 3 6 1 . 2 5 )
67( 592.50,7361.25)
6RC 592.75,7361.25)
69C 593.00,7361.25)
70( 593.25,2361.25)
71( 593.50,2361.25)
72( 593.75,7161.25)
7H 594.00,7361.25)
74( 594,75,236) .25)
75( 594. SO, 7361 .25)
76( 591.00,2361.00)
77 ( 591 .25,7361 ,00)
78( 591.50,7361.00)
79( 591.75,7361,00)
R0( 592.00,2361.00)
81( 592.25,2361.00) *
H 2 ( 59?.50,2361.00)
83( 592.75,7361.00)
84 ( 593.00,7361.00)
85( 593.25,7361.00)
86( 593.50,7361.00)
87( 593.75,7361.00)
MRC 591.00,7360.75)
H9( 591 ,2'S, 7360.75)
90 ( 591.50,7360.75)
91 ( 591 . /b, 7360, 75)
9 7 ( 5 9 2 . 0 0 , 7. 3 6 0 . V 5 )
93( 592.25,2360.75)
94( 597.50,2360.75)
95( 597.75,73^0.75)
96( 591.00,7360.75)
97( 593.25,7360.75)
9 R ( 593.50,2360.75)
99( 593.75,7360.75)
3b . bb
26.72
63.74
101.11
92.15
94.27
83. H5
93.58
93.08
R6.35
88.26
83.89
83.08
83.42
85.08
61.86
57.87
69.69
20.70
28.73
45.64
69.13
77.96
86.12
50.B6
102 .24
101 ,69
98.44
99.19
96.58
94.26
91 .79
H9.3R
70.21
80.20
78.30
32,98
42.12
53.22
75.22
101 ,81
106.93
95.07
9 H . H 4
103.25
101.39
98.12
80.52
21.76
77.18
35.13
56.50
75.38
65.52
69.94
54. 45
55.80
84.41
69.98
85,21
( 33 / 1 )
(129,20)
(129,22)
(129,21)
(103,20)
(344,22)
(103,20)
(344,21)
(344,21)
( 22,22)
( 22,22)
(345,19)
( 41,21)
( 4t,21)
( 7.5,21)
( 55,23)
( 55,23)
( 55,23)
( 34,20)
(129,20)
(245,21)
(245,21)
(245,21)
(103,20)
(103,23
41 .55
102.24
8 6 . 7. 1
83.56
83,73
81.42
7H.14
76,93
7 4.. 69
57.02
65.94
65.00
31.33
31 .95
34,31
5H.B1
101 .80
89.55
76.64
H 8 . 7 1
85.91'
85.17
82.19
57.98
lb.57
21 .52
23,96
46.70
75.28
4H.32
4H . 90
53. 14
34. i.1
64.36
49.6 0
60.35
C 2 4 b , 2 1 )
(2B4,20)
(344,20)
(344,20)
( 22,21)
(34.4,21)
(344,20)
(245,20)
(J 12,20)
(104,20)
( 25,21)
(346, I 9)
(112,20)
( 55,24)
( 75,21)
( 66,20)
( 66,20)
( 33, 1)
(245,21)
(297, 19)
( 22/70)
(344,20)
( 22,21)
(277,19)
( 22,21)
(245,70)
( 41,21)
(104,20)
( 25,21)
(346,19)
( 55,23)
( 55,24)
( 57,20)
( 66,20)
( 59,20)
(297, 19)
(107,2?)
( 22,20)
(316,21)
(344,21)
( 22,22)
( 41,21)
(346,19)
( 25,21)
(346,19)
( 55,24)
( 25,21)
(1 29,2) )
(3)0,20)
(179,21)
(2/7,19)
(344, 21 )
( 67,20)
( 41,21)
(104,20)
( 25,21)
( 25,71)
( 59,20)
( 66,70)
-------
101 t 'if*.'*'*. / *n\>, l> i
1 0 2 ( 'i 9 4 . 5 0 . 7 3 6 0 . 7 5 )
1 03( "59J .SO, 236D. SO)
J04( 591 .75 , 2360. bO)
105( 502.00,7360.50)
106( 592.25,7360.50)
107( 5l>2.50,2360.bO)
10B( 592. 75, 2360. 50)
109( S'JB.OO, 2360.50)
110( 593. 25, 2360. bO)
11K 593.50,2360.50)
M2( S93.75.2360.50)
m( -594.00,2360,50)
114( 594.25,2360.50)
115( 594. 50, 7360. bO)
116( 591.50,2360.25)
117C 59) .75, 2360. 25)
11RC 592.00,2360.25)
119( 592.25,2360.25)
120( 592.50,2360.25)
121C 592.75,2360.25)
122( 593.00,2360.25)
1?.3( 593.25,2360.25)
124( 593.50,2360,25)
U5( 593.75,2360.25)
126( 594.00,2360.25)
127( 594.25,2360.25)
128( 5^4.50,2360.25)
** '. . ' i n
9 2 . 7 3
7.8.48
33.87
43. H5
49.63
47.81
47.02
51 .10
54. 18
57,00
6H.51
HI ,74
102.47
57.29
18.70
25.59
30.13
31 .93
32.71
27.99
39.23
31,04
29.12
30.42
65.37
63.58
53.80
1 J 73 j S. J J
( 59,20)
1276,23)
(103, 20)
C 22,2 1)
( 22,21)
(245,20)
(112,19)
(345, 19)
1104,20)
( 55,23)
( 55,23)
( 55,23)
( 59,21)
( 66,20)
(311,20)
(276,23)
(277,19)
( 22,23)
(245,7.0)
(245,20)
(112,20)
(104,20)
(104,20)
(245,20)
( 06, 20)
( 59,20)
( 20, 4)
ir M. T.J n
92^73
27.52
33.72
43.80
49.63
46.08
41.93
30.67
34.79
57,00
68.51
81 .74
P4.34
56.10
18.00
23.46
29.73
25.94
26.13
27.45
35.35
30.78
28. B7
30.32
65.33
49.69
50.87
-
c 59)21 )
(103,20)
( 22,20)
(344,21 )
( 22,23)
( 22,22)
(351,23)
(103,20)
(185,20)
( 55,24)
( 55,24)
( 55,24)
( 66,20)
( 20, 7)
( 33, 1)
(103,20)
(344,19)
(245,21 )
(245,21)
(103,20)
(103,19)
(112,20)
(346,19)
( 22,22)
( 59,20)
( 66,20)
(186,20)
76.24
22.20
33.58
42. 57
49.57
32.82
30.98
30.65
33.59
57.00
68.51
81,74
84.34
56,04
17.99
22,90
29.64
25,52
?5.79
26,40
30,05
30.59
28.74
30,11
65.33
48.34
50.85
C 66
(276
(344
( 22
(344
( 41
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( 22
( 41
( 59
( 59
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75.24
21.96
33.44
42.52
42.56
31.25
30.93
30.61
33.07
57.00
68.51
81 .74
60,96
56.04
17.54
19.72
29.07
25.42
25.51
26,09
29.27
30,28
28.55
25.69
52.97
48,26
47.87
( 70, 7)
C 33, 1)
(344,22)
(344,20)
( 67,20)
(245,21 )
( 22,22)
(344,20)
(112,20)
( 59,21 )
( 59,21)
( 59,21 )
( 55,23)
( 58,22)
(129,22)
(129,21)
( 22,21)
( 22,21)
( 41,20)
( 22,20)
(103,20)
( 22,20)
( 22,21)
(112,20)
( 20, 7)
( 53,21)
( 66,20)
7 b . 2 3
21 .67
32.96
4 2 . 4 H
41 .07
2 H . 2 5
2 (J . B 3
30.58
33.06
45,80
67.2 2
HO. 71
60,96
45.23
J7.53
19,46
28.89
25.42
23.44
25.94
29.12
30.25
28.55
25.67
52,90
48.26
47.87
( b fa , 2 7. )
(129,22)
(276,23)
(344,27.)
(312,19)
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(344,22)
(345, 19)
( 20, 4)
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( 27,20)
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( 22,21)
( 22,23)
(1 04,20)
( 58,22)
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( 20, 7)
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22.40
60,48
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53,42
60.16
64.85
73.11
57.14
45.08
36.69
34.67
32.8B
41.15
38.37
i H , 9 5
34.99
37.61
15.67
44.63
46 . 06
76.41
65.97
6 5 . 3 P
77.46
(129,21)
(129,21)
(129,21)
(344,21)
(344,21 )
(344,21)
(344,21)
(344,21)
(344,21)
(344,21)
( 22,74)
( 22,24)
(112,21 )
(112,21)
( 59,21)
( 59,21)
( 59,71)
( 59,21)
( 55,24)
(129,21 )
(129,21 )
(129,21)
(314,21 )
(344,21)
(344,21 )
(344,21)
9,98
10.35
15.67
45.56
46.87
46.62
50.43
54.99
62.81
49.12
39.77
32.63
34.24
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35.73
33.46
33.62
30.22
37.42
14.98
79.15
30.14
21 .78
50.1 3
57.78
60.98
(276,21)
( 68,21)
(245,21)
( 22,21)
( 22,21)
(245,21)
( 72,21)
( 22,21)
( 22,21)
( 22,21)
(344,21)
( 41,21)
( 41,21)
( 55,24)
(104,21)
( 55,24)
( 55.24)
( 55,24)
( 59,21)
(276,21)
(276,24)
(27b,24)
(316,21)
( 22,21)
(245,21 )
( 72,7.1)
9,37
10.09
15.14
36.06
37.74
46.03
40.38
41.36
50. 85
43.64
35,73
32,55
32.38
29.69
35.50
33.30
33.53
24.80
21,74
12.79
27.09
29.52
20.24
38.86
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4H.73
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9.94
14.39
33.46
36.36
39,51
34.15
35.01
45.51
31.53
34.43
30.51
29.25
28.05
31 .59
28.67
28,89
22.22
21 .56
12.42
75.85
28.55
19.69
36.22
48.55
45.94
(278,
(297,
( 68,
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8,66
9.39
14.19
32.96
34.09
31.17
32.45
32.59
40.12
31 .30
33.37
27.29
27.88
24.10
29.38
25.67
71 .08
20.44
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25.85
28.05
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38.23
39.50
(103, 3)
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( 20, 3)
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( 34,21 )
(1 29,24)
(103,21)
( 22,21)
(276,24)
(276,24)
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6 0 . h f i
50.47
43.10
37.61
37.43
47.00
45.35
40.79
39,24
43.25
13,79
22.61
16.45
28.52
66.61
68.70
75.47
74.19
83.29
68.49
55.70
44.91
42.77
46.11
53.63
55.00
47,84
44.73
49.91
12.26
1H.11
27,48
47 .47
55.27
61.95
41.71
90.76
74.22
51 .96
49.79
53.62
60,08
58.96
57. 84
54.34
53,46
56.03
1 h , 3 0
23.60
33,33
61.96
90, 14
67,49
47.81
52.78
56,51
65.26
63.38
62,51
(344 ,2 t )
( 22,24)
( 22,24)
(112,71)
( 5b,24)
( 59,21)
( 59,21)
( 59,21)
( 59,21)
( 55,24)
(276,21)
(129,21)
(129,21)
(316,21)
(344,21)
(344,21)
(344,21)
(344,21)
(344,21)
(344,21)
( 22,24)
(112,21)
(112,21)
( 55,24)
( 59,21)
( 59,21)
( 59,21)
( 59,21)
( 59,21)
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(129,21 )
(129,21)
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(344,21)
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( 22,24)
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( 55,24)
( 59,21)
( 59,21)
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( 59,21)
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(344,71 )
(344,21)
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(344,21) *
(344,21)
( 22,24)
(112,21)
( 55,24)
( 59,21)
( 59,21)
( 59,21)
SB. 95
39.03
3H.91
37.06
36.65
40.92
39.31
35.19
33.87
42.89
11.83
17.21
11.65
27.75
50,16
60.40
66.86
64.34
71 .02
62.05
41.94
43.67
40.89
41.77
46.69
47,37
41.24
38.58
46.46
12.18
12.61
20,35
34.84
49.58
55.29
34,37
77.70
67.79
47.39
48.52
48.63
51 .40
51 .2.9
49.79
46.81
53.01
52.20
15.75
20.64
29.64
52.61
78.07
65,49
45.10
51 .69
47.36
56.08
54.80
53.68
( 22,21)
( 22,21)
(112,21)
( 41,21)
(112,21)
(104,21)
( 55,24)
( 55,24)
( 55,24)
( 59,21)
(129,21)
(276,21)
( 68,21)
(344,21)
( 22,21)
( 22,21)
( 22,21)
( 22,21)
( 22,21)
( 22,24)
( 41,21)
( 41,21)
( 41,21)
( 59,21)
( 55,24)
( 55,24)
( 55,24)
( 55,24)
( 55,24)
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( 68,21)
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(316,21)
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( 22,21)
( 22,21)
( 22,21)
( 22,24)
( 41,21 )
( 41,21)
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( 55,24)
( 55,24)
( 55,24)
( 55,24)
( 59,21)
( 55,24)
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( 22,21)
( 22,21)
( 22,21)
( 22,24)
(245,21 )
( 41,21)
(104,21)
( 5b,24)
( 55,24)
( 55,24)
52.32
39.02
38.23
35.17
33.55
40.52
39.28
33.83
23,04
27.98
10.57
13.02
11.34
26.78
40,28
57.95
52,92
45.54
57.77
59.08
41, 3P
41.99
39.97
39.41
46.62
47,02
29,33
24,85
30,07
11.15
11.98
20,34
34.76
47,67
46.04
26.95
63.09
64.41
46.78
46,44
45,35
43.01
51.05
47.80
30.32
34.74
36.91
) 5,06
19,78
28,76
37.79
61.98
65.37
45.07
49.04
44,63
47.49
54. h6
37.96
( 22,24)
(344,21 )
( 4 1 , 2 1 )
(104,21)
( 41,21)
( 55,24)
(104,21)
(104,21)
( 20, 3)
( 20. 6)
(103, 3)
( 34,21)
(297,18)
(129,21)
(129,21)
(245,21)
( 22,24)
( 22,24)
( 22,24)
( 22,21)
(112,21)
(104,21)
(104,21)
(104,21)
(104,21)
(104,21)
( 25,21)
( 20, 3)
( 20, 6)
(103, 3)
(297,18)
(245,21)
( 22,21)
( 22,21)
( 22,24)
(245,21)
( 22,7-*)
( 22,2.1 )
(112,71)
(104,71 )
(104,71)
(104,7 1 )
(104,7 i )
(104, /" )
( 20, ,)
( 20, - )
( 20, .)
(245, V I )
(316,21)
(276,7.1 )
( 22, 7 O
( 22.7-0
( 2.2, '/I)
( 41,21)
(104 ,2 I )
(112,71)
(104,21)
(104,71)
( 20, 3)
37.80
37.10
36.42
30.28
32.01
34.23
33.86
30.28
21 .16
24.92
10.27
12.87
10.54
24.75
39.96
50.63
48.58
41.31
44.96
44.33
40.90
37.76
34,42
36.89
38.40
41.01
28.20
24,49
24.95
10.93
1 1 .48
20,25
29.66
38.42
44.15
26.63
48.84
48.60
46.22
42.16
41.32
42.74
42.25
43.18
29.43
28.84
26.81
14,76
19.76
26,63
37.53
49.61
49.04
42.49
43.08
43.34
43.10
45.22
33.88
(245.21)
( 41,21)
(104,21)
( 25,21)
(104,21)
(112,21 )
( 25,21)
( 25,21)
( 25,21)
( 20, 3)
( 60,21)
(311,21)
(276,21)
(245,21)
(316,21)
( 22,24)
(245,21)
(245,21 )
(245,21 )
(245,21)
(104,21)
(245,21)
( 25,21)
(112,21)
( 25,21)
( 25,21)
( 20, 3)
( 70, 6)
( 20, 3)
(297,18)
(276,21 )
(344,21)
(245,21)
(316,21)
(245,21)
(276,24)
(245,21)
(245,21)
(104,21)
(245,21)
( 41,21)
(112,21)
( 25,21)
( 25,21)
( 25,21)
( 20, 3)
( 19,24)
( 68,21 )
( 22,21)
(316,21)
(245,21)
(245,21)
(1 12,21)
(112,21)
( 25,21)
( 41,21)
(112,21)
( 7.5,21.)
( 25,21)
37. 'U
3b.«8
32.P.9
30.15
27.53
33.b4
29.13
22.09
20.43
22. 97
9.69
12.37
10.00
22.55
37.74
41.55
43.56
38.43
44.31
43.83
39.88
36.15
27.96
38.07
34.57
3 0 . 'i 1
27.21
22.77
24,25
10.37
10.f5
17.01
79.27
37.77
41.01
26. 10
47.98
47.45
45.30
40.47
39.51
3U.03
3t>.25
31.86
2H. 17
2.6,47
24.98
13.61
ly.t>7
25.49
3 6 . H 8
46.11
48.77
11.79
4 2 . h 4
41 .90
41 .38
35.14
31 .45
(112,71)
(245,21)
(245,21)
(245,71)
( 25,21 )
( 25,21)
( 41,21)
( 20, 3)
(104,21 )
( 51, 6)
( 34,21)
( 33, 3)
(276. Ib)
(276,24)
(276,24)
(276,24)
(316,21)
(316,21)
(103,71)
(1 12,21)
(245,21)
( 25,21)
(345,21)
( 41,21)
( 41,21)
( 20, 3)
(104,21)
( 51, 6)
( 51, 6)
(278, 1 8)
(276, 1 8)
(276,24)
(129,21 )
(276,24)
(316,21)
(316,21)
(112,21)
(112,21)
(245,71 )
( 25,21)
( 25,21)
( 25,21)
( 41,21)
( 10. 3)
(104,21)
( 51, 6)
( 20, 3)
(316,21)
(276,24)
(245,21)
(316,21)
(112,21)
(104,?i )
(104,71)
(245,21)
( 25,21)
( 25,21)
( 20, 3)
( 104,21 )
-------
Ill ->~'I . t --,*. J,,..,,,,
7 8 ( >9J.i.O,2JhJ.OOJ
79C 591.75,2361.00)
80( SP2.no,2361.00)
8t( 592.25.2J61.00)
82( 592.50,2361.00)
83( 592.75,2361 ,00)
84( 593.00,2361 .00)
85 ( 5 <>3. 25, 2 361 ,00)
B6( 593.50,2361.00)
87( 593.75,2361.00)
8R( 591.00,2360.75)
89( 5°!.2S,2360.75)
90( 591.50,2360.75)
91( 591.75,2360.75)
92( 592.00,2360.751
93( S92.25.2360.75)
94( 592.50,2360.75)
95( 5^2.75,2360.75)
96( 5(>3.00,2360.7S)
97C 593.2.5,2360. /5)
98( 593.50,2360.75)
99( 593.75,2360.75)
100( 594.00,2360.75)
I01( 59-1.25,2360.75)
102( 594.SO,2360.75)
103( 591,50,2360,50)
10-U 591.75,2360.50)
105( 592.00,2360,50)
106( 592.25,2360.50)
107( 592.50,2360.50)
10B( 592.75,2360.50)
109( 593.110,2360.50)
HOC 593.25,2360.50)
lll( 593.50,2360.50)
112( 593.75,2360.50)
113( 594,00,2360.50)
1 I'l ( 59.1.25,2360.50)
115( 594,50,2360.50)
116( 591.50,2360.25)
H7( 591.75,2360.25)
118C 592.00,2360.25)
U9( 592.25,2360.25)
120( 592.50,2360.25)
121C 592.75,2.360.25)
122( 591.00,2360.25)
123C 593.25,2360.25)
124( 593.50,2360.25)
125( 593.75,2360.25)
126( 594,00,2360.25)
127( 594.25,2360.25)
128( 594.50,2360.25)
21 ,fi5
36.00
55.07
51 .55
31 .76
21 .27
21.19
24.72
24.2.4
27.27
7.35
9.51
11 .65
27.33
41.17
29.94
24.06
17.06
15.62
19.66
22.73
29.21
32.26
35.05
39, BR
10.85
14.72
24.02
23.81
19.65
16.16
16,10
16.45
26.24
32.79
34,95
39.95
35.42
7.78
9.52
16.71
14. H2
14.79
14.34
15.52
16.55
1 3.96
15.43
3 7 . H 7
32.20
34. 14
C 22,24)
( 22,24)
( 22,24)
( 22,24)
C 22,24)
(112,24)
( 55,24)
( 59,24)
( 59,24)
( 20, d)
(276,24)
(276,24)
(276,24)
(344,24)
( 22,24)
( 22,24)
( 22,24)
( 22,24)
(344,24)
( 22,24)
( 20, H)
( 20, H)
( 20, 8)
( 20, H)
( 20, H)
(276,24)
(344,24)
(344,24)
( 22,24)
( 22,24)
( 22,24)
( 22,24)
(344,24)
( 20, 8)
( 20, 8)
( 20, H)
( 20, 8)
( 20, 8)
(276,24)
(276,24)
(344,24)
( 22,24)
( 22,24)
( 22,24)
( 22,24)
( 22,24)
( 22,24)
( 20, H)
( 20, H)
( 20, 8)
( 20, 8)
21.56
3b.b8
49.92
33.45
18.12
20.83
20.62
21.03
23.46
23.90
6.87
8.16
11.34
25.46
38.90
20.81
14.57
15.09
15.41
19.63
16.98
25.37
22.58
22.99
25.87
7.91
12.77
21,05
19.12
13.06
13.74
16.03
16.55
18.35
21,13
24.29
26.35
16.93
6.98
8.07
13.68
14.04
12.50
13.36
15.36
16.28
10.72
9. HO
19. 35
16.34
15.19
(344,
(344,
(344,
(344,
(112,
(104,
(104,
( 55,
( 20,
( 59,
(129,
( 22,
( 22,
( 22,
(344,
(344,
(245,
(344,
( 22,
( 59,
( 22,
( 59,
( 59,
( 59,
( 59,
( 22,
( 22,
( 22,
(344,
(344,
(344,
(344,
( 22,
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( 59,
( 59,
( 58,
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24)
24)
24)
24)
24)
24)
24)
24)
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24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
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24)
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24)
24)
2.4)
24)
'24)
24)
24)
24)
24)
24)
24)
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24)
24)
8)
24)
24)
24)
24)
24)
24)
24)
H)
24)
24)
2.4)
24)
15.05
17.37
20,30
21.77
17,99
20.04
18. H6
19.93
21.75
20,13
6.69
7.55
10,47
14.73
16,42.
12.97
13.05
14.24
11.73
18.79
15.85
21.30
19,02
22.77
18.36
7.56
10.44
10,37
10.67
11,37
9.13
10.82
14.02
18,09
18.76
20.44
19.79
16.65
6.38
7.25
8.09
8. 10
8.69
8,92
10.48
9.81
7.83
8.80
19.13
1 5.65
13.25
C 2 7 6 ,
C276,
(245,
(112,
(104,
( 22,
(344,
( 22,
(104,
( 55,
( 68,
( 68,
(344,
(276,
(316,
(245,
(104 ,
(112,
( 51 ,
(344,
( 59,
( 55,
( 55,
( 55,
( 58,
(103,
(276 ,
(316,
(245,
(245,
(1 12,
( 51 ,
( 20,
( 59,
C 19,
( 55,
C 19,
C 19,
(129,
(129,
( 51,
( 21,
(245,
( 22,
(103,
( 20,
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( 19,
( 59,
( 19,
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
24)
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24)
24)
24)
24)
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24)
12.07
16.29
20. 19
20.78
17.94
19.72
17.63
19.64
20.55
18.69
6.06
7.49
8.58
13.28
16.20
12.86
12.95
14.03
10,79
17.05
14.51
1 P . 1 0
16.35
18.60
16.86
7.44
8.72
10. 33
9.90
9.12
9.11
10.02
12. OH
15.74
17.27
17,64
17.22
13.24
6.18
7.04
7.84
7.42
8.20
7.84
9.31
8.72
7.83
8.53
17.21
15.41
1 1 .65
(316,24)
C 316, 24)
(112,24)
(104,24)
(245,24)
( 41,24)
(112,24)
(104,24)
( 55,24)
( 22,24)
(103, 8)
(129,24)
(129,24)
(316,24)
(245,24)
(1 12,24)
(112,24)
(104,24)
(104,24)
( 51, 8)
( 51, 8)
( 22,24)
( 19.24)
( 19,24)
( 19,24)
(344,24)
(129,24)
(245,24)
(112,24)
(103,24)
(103,24)
( 22, 8)
(104,24)
( 51, 8)
( 51, 8J
( 19,24)
( 58,24)
( 59,24)
(129,16)
(103, 8)
(103, 8)
( 51 , 8)
( 21 , 8)
(103,24)
( 22, 8)
( 22, 8)
( 22, 8)
( 22,24)
( 58,24)
( 58,24)
( 59,24)
1 O . b6
1 b.46
19.36
1 9 . V 1
16.90
17.39
17.42
18.97
1 M.65
14. 88
5.92
7.30
7.79
12.33
14.94
12.29
12.64
13.89
9.85
16.91
J4.00
16.51
14.33
1 3.50
13.86
7.42
7.71
8.88
9.32
8,67
b.95
9.47
11.61
15.47
17.13
15,62
15.24
1 0 . ti 1
6.17
6.62
7.77
7.33
b .01
7.82
8 . 09
8.67
7.73
8. 29
14.19
10.14
10.84
(.245,24)
I24b,24)
(316,24)
(245,24)
( 41,24)
( 25,24)
( 22,24)
(344,24)
( 22,24)
( 5J , 8)
(284,24)
(2H4,24)
(351 ,24)
(245,24)
(112,24)
(104,24)
( 41 ,24)
( 41 ,24)
( 59,24)
( 20, 8)
(104,24)
( 51, 8)
( 22,24)
( 51, 8)
( 55.24)
(129,24)
(351 ,24)
( 67,24)
(104,24)
( 51 , 8)
( 22, 8)
(103,24)
( 51 , 8)
( 19,24)
( 55,24)
( 22,24)
( 55,24)
( 51, 8)
(319, 8)
(284,24)
(316,24)
(245,24)
( 22, 8)
( 51 , 8)
(1J2,24)
( 51 , 8)
(104,24)
( 41,24)
( 51 , h)
( 51 , 8)
( 49,24)
HIGHUST 2.4-HOUK PART CUNCfcJNTK AT1UNS ( (hNIUHG UN JULIAN DAY, HOUU)
RECEPTOR
]( 590.00,2362.00)
2( 590.25,2362.011)
3.U6
3.91
1
(103,24)
(129,24)
2.9b
3.88
(129,24)
(276,24)
2. H9
3.34
(276,24)
(103,24)
2.87
3.27
(359,24)
(359,24)
2.10
2.80
( 34,24)
(284,24)
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'.-IlIVlll (IK AT-fiRAOh niGhWAY IS 4o.O M
Wlf'Ttl l If LMiThK Sr^lH JJS 30.0 f!
nIT KI'
HKUilll
ClINCENTKAlION
0.On no
0 . Onil(j
0.On On
0 . 0 g 0 ij
0.0000
-0.0010
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0 . 0 (10 0
0.0000
0.0000
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32b9.
3138.
/. b J 4 .
PPM *
2.fl3b
2.730
2.292
1 .345
0.962
UJNS CUHUtCT FIIH CARritIN IHJNdX H)K ONLY,
EIIIM'fUll'l'S ill- LIMr SMUUCh. 2
'2.'.>0i>, U.O^ii AMI -2,'iOO,
EI-Hoolil..| ilt-.IGHT 1,5 0.000 Mt'lt.RP
cur s
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winrii nf- -nip
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o.oooo -n.noso
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m IIF i I.A;MM
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0 . 0000
0.0000
0 . 000 u
0 . 000(1
') . 0 0 0 0
cuno IMTH A i J iir
IKjM/Mtl r.R + *3
3023.
2 7 '1 1 .
i I'* 3 .
1 '1 1> S .
10/0.
*
\> 1J M
2 . h 3 0
2 . 3 H 4
2.03 ')
1 . '2 7 4
o . y 3 7
PPil CHnCI.I-H I'M'
(.'I'RKtC'l
CARiiOu pll.i«nx 1 I.' K
-------
TUTAI, CONCI-.II r«A'l HIM
<
n. o o o o
o. n')oo
O.OOOo
0.0 DO It
o. Oono
l IOU
noio
n o b o
nioo
o jou
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'HMM AM, ?
ri LIGHT
Z(H)
o.oooo
0 . 0 0 0 0
0.0000
n.oooo
0.0000
LlUb S(IURCt:(S)
CUNCE'N'I «A1 HIM
UGM/Hr.Tc.F<**3
b2bl .
^678.
491 H.
3011 .
2 1 B 3 .
5
b
4
2
1
PPM *
,46b
.114
.331
.620
,b99
PPM
CuMRKCT FUR CAHBCIN MONOXIDE OUl,y.
-------
*;* "
3) i
3,Z
)
^d
M, 2,
3 16
0
1 bOU
0
1600
1 1 1
1 2
16 0
200
TBOCT
200
1800
__ __
3
3
400
^OOTT
40"
2000
6OO
"^'2UO~
600
22UO
800
"2400"
800
2400
1000
rcro
1000
2600
1200
1200
2 800
1400
JOOO
1400
3000
-O,-n-
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11111111111
5 15- Fu imii inn
'' lllllllllli
lllllllllli
iiiiiiiiiiiiiiuiiiiii
iiiiiiiiiiiiiiiiuiiii
rmrrn i~mi i n i it 1 1 1
iiiiiiiiiiiiiiiiuiiii
1111111111111111111111
5^0 99999 8i yyyyy HI
(12 8 ,010 1700 1500
t.l-^ -/ .0033 .0104 ,0248
1 .0006-
L .98
(20 8
b I U < .0°33
1 ' .0006
1 .98
[ 3'2 8
/ , U < ,0033
te; j ,0006
,0011 .0023
.96 .92
.026 1200 1BOO
.0104 .024H
.0011 .0023
.96 .92
.0 oars 9 reoir 1700
.0104 .024H
.0011 .0023
1111111
1111111
irrnn
1111111
1111111
850
.0659
.0045
.85
850
,0659
,0045
.85
850
,0659
,0045
' ,85
1111111111
1111111111
rnrnrrrn
1111111111
111111
15 288
.1234
.0091
.79
6 750
TT2 3 4
.0091
.79
11 - 288
.1234
.0091
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11111111111111111111
11111111111111111111
n 1 1 nTirm i m 1 1 1 1
iiiiiiiiiiiiiiiimi
27 ,5
,17B5 ,2124
.0181 ,0362
,72 .65
2
.1783 .2124
,0181 .0362
.72 .65
101
.1785 .2124
,0181 .0362
.72 .65
1111111111
1111111111
1111111111
1111111111
.3813
.U724
.55
,3813
.0724
.55
.3813
.0724
.55
HSC5T HKiPUT v^vTH DEPoSHiOKj
-
-
-------
PARX1CUI.ATK MODELING
CALCULATE ( CUNCENXh AT Ji.:N = l , DEPOSITIONS/! )
RECEPTOR GRID SYSTEM (RKCTAfJGUt,AR = 1 OR 3, POLAR = 2 OR 4)
DISCRETE RECEPTOR SYSTEM (RECTANGULAR=1,POLAR=i
TERRAIN ELEVATIONS ArfE READ (YES=1,N0=0)
CALCULATIONS ARE WRITTEN TO TAPE (YES=1,NO=0)
T/tST^ALL-lNPUT "DATA CNO = (T, YES = I 7MET DATA " ADSO=TJ
COMPUTE AVERAGE CONCENTRATION (OR TOTAL DEPOSITION)
WITH THE-FOLLOWING TIME PERIODS?
HOURLY (YES=1,NO=0)
2-HOUR (YES=1,NO=0)
4-HOUK (YES=1,NO=U)
6-HOUR (YES=1,NO=0)
8-H0OT(tY£S=t-;NO=0)
12-HOUR (YES=1,NO=0)
24-HOUR (YES=1,NO=0)
-PRINT-INi"DAY-TABLt;(s) -(Yt;s=t,-NO=cr)
PRINT THE FOLLOWING TYPES OF TABLES WHOSE TIME PERIODS ARE
-SPE'CIFIEO-BY ISWC7)- THRl)UGH~TSW( 1 4) :
DAILY TAHLES (YES=1,NO=0)
HIGHEST S SECOND HIGHEST TABLES (YESal,NO=0)
>R = 2 OR 4)
:2)
T)
1SWC1) =
ISVK2) =
ISWT3) s
ISWC4) =
ISWC5) =
ISH(6) =
2
1
I
0
0
1
1SH(7)
ISKK8)
iswcyj
ISW(IO)
ISW(ll)
I s w ( 1 1 )
ISW(13)
ISW(14)
s
=
s
s
9
a
-
1
0
0
0
0
0
1
METEOROLOGICAL DATA INPUT METHOD CPRE-PROCESSED=1,CARD=2)
RURAL-URBAN OPTION (RURAL=0,URBAN MODE 1=1,URBAN MODE 2=2)
VfrLUES
VERTICAL POT. TEMP. GRADIENT VALUES (DEFAULTS=1,USER ENTERS=2,3)
SCALE EMISSION RATES FOR ALL SOURCES (NO=0,YES>0)
--pROCiKArt-CftLCULATtS-TINAL- PLUMH.k-RISE"trNLt-CYfS=lrrMO=2T
PROGRAM ADJUSTS ALL STACK HEIGHTS FOR DOHNWASH CYES=2,NU=1)
NTWBE^TJFIWPUT~SOURCE5
NUMBER Of SOURCE GROUPS C=0,ALL SOURCES)
TIME PERIOD INTERVAL TO BE PRINTED (=0,ALL INTERVALS)
NtrMBfK-tiF
NUMBER Of Y (THETA) GRID VALUES
NUMBER OF DISCRETE RECEPTORS
SOURCE-EMISSION RATE UNIT5~COrfVERSION"FACTOR-
ENTRAINMENT COEFFICIENT FOR UNSTABLE ATMOSPHERE *
FJMTRAINMKNT COEFFICIENT FOR STABLE ATMLISPHEHE
HEIGHT-ABOVE GROUND AT "WHICH WIND SPEKD «AS MEASURED-
LOGICAL UNIT NUMHER (IF METEOROLOGICAL DATA
DECAY COEFFICIENT FOR PHYSICAL OR CHEMICAL DEPLETION
SURFACE-STATION NO^
YEAR OF SURFACE DATA
UPPER AIR STATION NO.
YE'AR-OF- UPPER AIK~DATA ~
ALLOCATED DATA STORAGE
REQUIRED DATA STORAGE FOR THIS PROBLEM RUN
ISWU6) m
ISWU7) =
iswcia) =
ISWC19) =
ISWC20) a
ISW(21) =
0
0
1
1
0
1
I5W(22) = 1
ISW(23) = 0
^rswr24)-=r
lSW(2b) T 1
TJSOTJRC~= T~
NGROUP = 3
IPEftD a 0
NX? N T S~a T K~
MYPNTS « 16
NXWYPT a 0
rr s^itrooOETOI
BETAl =0,600
BETA2 =0,600
2K"* 10700METERS
IMET = 9
DECAY aO.OOOOOOE+00
1SY a 81
IUS a 99999
1 o i a -rr-
LIMIT a 43500 WORDS
MIMIT = 3931 WORDS
-------
+ ** METEOHOLCKiJCAl, UAY3 TO tit PROCESSED +**
1)11
1111
1111
1111
till
1111
1111
1111
.
I
I
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
I
t
11111
11111
11111
11111
11111
1 11111
1 11111
L 11111
1111 1111111111 1111111111 111
1111 11)1111111 1111111111 111
till i i t i i i i i i i i i i i i i i i i i r i i
iii) 1111111111 1111111111 111
1111 1111111111 iiiiiiiiii 111
1111 i i i i i ri i i i i t i "i i i r i i i i i T~
1111 1111111111 1111111111 111
111111
111111
111111
111111
111111
i r i i i i
111111
1,
1.
1,
*** NUMBER OF SOURCE NUMBERS REQUIRED TO DEFINE SOURCE GROUPS ***
(NSOGRP)
**» SOURCE NUMBERS DEFINING SOURCE GROUPS ***
(IDSOR)
*** UPPKR BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES ***
(METERS/BECr
1.S4, 3,09, 5.14, 8,23, 10.80,
*** WIND PROFILE EXPONENTS ***
STABILITY
CATEGORY
A
U
C
L)
HJ
t
WIND SPEED CATEGORY
1
, lOOUOE+00
. 150(M)EtOO
.200UUK+00
,"^50f)0f,+-00
. J f i (i n 0 E + 0 0
. 300001-. fOO
2
. ) OOOOE+00
. IbOOOE+OO
.20000E+00
.2SOOOE+00
. .lOOOOt + 00
. 30000E+00
3
.10000E+00
. IbOOOE+OO
.20000E+00
.VbOOOE+00
. 30000E+00
. 30000E+00
4
.lOOOOt-t-00
, IbOOOti^-OO
,20000E*00
,2bOOOE+00
, .'JOOOOE-t-00
.30000E+00
- 5
.10000E+00
.IbOOOE+OO
,20000E*00
,25000EfOO
.30000E+00
.30000E+00
6
, 10000E+00
,18000E*00
.20000E+00
.25000E+00
.3000UE+00
.30000E+00
-------
+ ** VERTICAL POTENTIAL 'TEMPERATURE GRADIENTS"***
(DEGREES KELVIN PER METER)
STABILITY
CATEGOHY 1
- A -- .OOOOOE+00
B , OOOOOE + 00
C .OOOOOE+OO
D .OUOOOE+00
E .20000E-01
F" .35000E-01
0,0, 200.0, 400,0,
2000,0, 2200,0, 2400,0,
0,0 , 200 , 0 , 400, 0 ,
2000,0, 2200,0, 2400,0,
WIND
2
.OOOOOE+00
, OOOOOE+00
, OOOOOE+00
SPEED CATEGORY
3
- . ou(rooEr+~oo
.OOOOOE+00
.OOOUOt+OO
, OOOOOE + 00 ,UUUUUE+UO
.20000E-01 .20UOOE-01
-.35000E-01 .35000E-01
*** X-CUORD1NATES
600. 0, 800,0
^600,0,-' ~2800,0
-**-* Y»COORDI NATES
600 , 0 , 800, 0
2600.0, 2800,0
OF RECTANGULAR
(METERS)
, 1000,0,
, "3000,0,
tJT RECTA NGUfrA-R
(METERS)
, 1000,0,
3000,0,
4
.UOOOOE+00
.OOOOOE+00
. , OOOOOE + 00
.OOOUOE+00
.20000E-01
.35000E-01
GRID SYSTEM ***
1200,0, 1400
GRID SYSTEM ***
1200,0, 1400
5
.OOOUOE+00
.OOOOOE+00
, OOOOOE + 00
,UOOUOk. + OU
.20000E-01
.35000E-01
,0, 1600,0,
, 0 , 1 600, 0,
1
, OOOOOE+00
, OOOOOE+OO
,OOOOut.+uO ]
.20000E-01
.35000E-01
1800,0,
ItouO.O,
-------
PflKT/CULArt. MUDh.ldNG
SOURCE
NUMBER
1
2
3
T
Y
P
E
2
0
2
w
A
K
E
0
U
0
NUMBER
PART.
CATS.
d
8
a
EMISSION RATE
T*PE=0, 1
(GRAMS)
TYPE=2
(GRAMS)
*PER METKH**2
o, luuooE-oi
ir;26(rooE-ot-
0,lbyOOfJ-03
X
(MtTtRS)
1700.0
1200, CT
IbOO.O
y
CMKTKHS)
1 b 0 0 , 0
1 8 0 0 . U
1 V 0 0 . 0
*** SlJUHCE DATA
BASf!
ELKW. HEIGHT
(MtM'tKS) (METERS)
8e>o.u
bbO.O
BbO.O
Ib.UO
~T>,OXl
11.00
***
TEMP.
TYPE=0
(DEG.K)»
VERT, DIM
TyPE=l
(METLHS)
'288,00
^750; 00
28H.OO
EXIT VEL;
TYPEcQ
(M/SEC) J
HORZ.DIM
Typt=i ,'i
(HtTERS)
27.00
2.00
101,00
DIAMETER^
TYPf=0
(METERS)
0.50
U.OO
0.00
BLUG.
HEIGHT ~~
TYPE=0
(METERS)
0,00
U.OO
0,00
OLUG,
"LENGTH
TKPKoO
(MEIERS)
0.00
"0700
0.00
BLDG,
WIDTH
TYPE=0
(METEKS)
0,00
U,OU
0,00
-------
\J A ( T I CIM, A Tt M LJ L> t Ig 1 TJ
*** SOUKCK PAKTICUJ.ATK DATA ***
*** SOURCE NUMBER = J ***
MASS FRACTION =
0, 00330, 0.01040, 0,02480, 0.0 6590, U.J234 0,0, 17850,0. 21240,0.38130,
StTTHHG
0.000.6, 0,00)1, 0,0023, 0.0045, 0.0091, U.01H1, 0.0362, 0,0724,
SUHfACt RKFLSCTinw CCKFTIC 1KNT =
0,98000, 0,96000,0, 92000, O.HbOOO, 0.7 90 00, 0,72000,0, 65000, O.bbOOO,
*** SUIIHCt; NUMBER = 2 ***
MASS' FRACTION = -------
0,00330, 0,01040, 0.02480,0,06590, 0,12340,0, 17850, 0,21 240, 0,38130.
SETTtHNG VKLOCtTtCMK.TERS/StC) =
0,0006, 0,0011, 0.0023, 0.0045, 0.0091, 0.0181, 0,0362, 0,0724,
SURFACE- REFLECTION ' cnm'lfl tNT = -------
0, 98000, 0, 96000, 0. 92000, 0, 8SOOO.O, 7V fi 00, 0,720 00, 0,6bOOO, 0,55000,
*** SOURCE fJUMBtR = 3 *** ------------
MASS FRACTION =
0, -0033070^01 040, -0-, 02 48 070,06590,0. 1 2340 , 0 , 1 7850 , 0 , 2J24fr, Or38 1 30 ,
SETTLING VR
-0;t>006rr"0^001l7-0;00237 0.0015^ 0.0091, 0.0181, Oi 0362 , 0~, 0724 ',
SURFACE REFLECTION COEFF ICItNT =
7O7 97000, 0,8 500070 ,-7 9000, 0,7200070^ 65000, 0,ts500XI^
-------
T SOUKCt-KbJCtHTUH (JDMBINATi
HEIGHTS IN DISTANCE. NO
-
SOURCE
NUMBER
- RECEPTOR
X
OR RANGE
(METERS)
ONJS ktas THAN 100 Htl'tHS OH THKKE BUILDING
TOTAL PEPOSITION IS CALCULATED *
LOCATION - -
if (METERS)
OR DIRECTION
(DEGREES)
DISTANCE
BETWEEN
(METERS)
2
3
1200.0
1600,0
1800,0
1BOO.O
0,00
13,73
-------
PARTJCULATFJ MUDtLING
RANK
1
2
3
4
-- 3 -
6
7
0
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
DKP,
* 50 MAXIMUM 1-HOUR lOTAIj DEPOSITION
* KRQM SUURCtSJ
X Y(METERS)
OR - OR
RANGt DIRECTION
(MfcTLKS) (DfcGRfcLS)
CGHAMS/SQUARt METER
HOUR DA*
0.00043
0.00042
0.00042
'0700041
0,00041
0.00041
0,00040
0,00040
0.00040
0;00l>40 -
O.OOU40
0.00038
0.00038
0,00038
0.00037
0.00037
0;00037
0.00036
0.00036
0,00036
0.00036
0.0003b
15
-17-
6
B
5
8
-»-
2
21
8
9
16
20-
1
23
12
R
9
15
8
R
7 209
22 b 7
293
26-
350
320
-343
296
98
130
349
340
324
74
340
344
341
353
1 1
144
70
308
309
289
1800,0
IbOD.O
1600,0
1600,0
16007&
1600,0
1600,0
1600;0
1800.0
1600.0
1600.0
1600,0
1600.0
1 b 0 0 . 0
1800,0
1800-.0
1600.0
1600.0
16 00-. 0
1800.0
1600.0
1BOO.O
1600.0
1800.0
1600,0
IbOOi'O-
1600.0
1600.0
~- 1400^0
1400,0
1400,0
' 1400.0
1400.0
1400.0
1400,0
1400.0
1400.0
'1400.0
1400.0
1600.0
1600jO
1600,0
)600.0
1400.0
1600.0
1600,0
1400.0
1600.0
1800.0
RANK
26
27 '
28
29
30
31
32
33
34
35
36
37
38
J9
40
41
44
"45
46
47
48
49
bO
DtP,
0.00035
0,00035
0.00035
0,00035
O.OOCT35
0.00034
0,00034
0.0003 4 -
0,00034
0.00034
0;00034
0.00034
0,00034
0.00034-
0,00034
0,00034
0.00034
0.00034
0.00034
0.00033"
0,00033
0,00033
0,00033
0.00033
0.00033
HOUR
1
-9 "
5
7
7
4
21
7
11
7
1 -
23
3
----- 7--
24
23
4
11
10
9
5
5
7
9
3
DA*
66
94
3
307
234
314
334
173
2
24
253
243
207
14
307
312
6tJ
4
337
239
11
308
141-
19
62
X
OR
RANGE:
(METtRS)
2000,0
1600.0
1800,0
1800,0
1600,0
1600,0
1600.0
I6co;o
1600.0
1800,0
200070
2000.0
2000,0
2000^0-
1800.0
1600,0
1 600, 0
1800,0
1600.0
1B0070
1800.0
1800.0
1«0070
1800,0
1800,0
HMETKRS)
OK"
DIRECTION
(DCGRbES)
1600.0
1400,0
1800.0
1400,0
160U.O
1400,0
1600,0
1600,0
1600.0
1800,0
160-0; 0
1600,0
1600,0
1-6ttt>70
1400.0
1600,0
1 BOO, 0
1400,0
1600.0
r400, 0
IbOO.O
1400.0
1400 iO
1400,0
IBOO.O
-------
PARTICULATK MUDEliINti
* 50 MAXIMUM 24-HOUR TOTAL DEPOSITION
CGHAMS/SQUARE METER
RANK
1
2
3
4
9
6
7
9
10
' It
12
13
V4
15
16
17
IB
19
20
21
22
24
25
DKP, PER
0.00129
0,00127
0.00)23
0.00122
0, 00121
0,00120
0,00113
0,00106
0.00104
0,00103
0,00102
0,00100
0,00100
o.ouiou
0,00097
0,00094
0,00093
0,00093
0,00093
0,00092
0,00088
0,00087
0 ,OU08b
0,00066
0,00086
1
1
1
1
1
1
1
1~
1
1
1
1
1
1
1
1
1
1
1
r
i
i
r
i
i
DAY C
i -«--« t
356
154
122
101
167
J38
128
89
93
152
' 340
176
181
177
2
324
169
114
27«
31 -
157
86
"ieo ~
178
296
*
X Y
FROM SOURCES!
(METERS)
OR UK
RANGE DIRECTION
METERS) (DEGREES)
1800,0
1800,0
1BOO.O
1800,0
tBOO.O
1600,0
1800,0
iroovo
1800.0
1800,0
1600,0
1800.0
1BOO.O
TBOOrO
1600.0
1600.0
1800,0
1800,0
1600,0
1 80 070
1800,0
1800.0
1HOO,0
1800,0
1600,0
1400,0
1600,0
1600,0
1600,0
1600,0
1600.0
1400,0
1400,0
1400.0
1600,0
1400,0
1600.0
1600,0
1600,0
1600,0
1400,0
1 bUU.U
1600,0
1400.0
1 4 o o . cr
1600,0
1400.0
160U.O
1600,0
1400.0
1,
X Y(METERS)
RANK
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
bO
DEP.
0,00066
0,00082
0,00081
o.oooei
0,00077
0,00077
0.00076
0,00074
0,00074
0,00074
0,00074
0,00074
0.00073
0,00072
0.00072
0,00072
U.OOu /I
0,00070
0,00070
0,00070
0.00069
0,00069
0,00069
0.00069
0.0006H
PER
1
1
1
1
1
1
1
1
1
I
1
1
1
1
1
1
1
I
1
1
1
1
1
1
DAY
134
~t26
162
135
173
66
347
251
360
341
194
58
S /
164
337
109
96
179
307
98
148
343
159
197
UR UK
RANGE DIRECTION
(METERS) (DEGREES)
1600,0
1800,0
1800.0
1800,0
1600.0
1600,0
1600,0
1800,0
1600,0
1800,0
1000(0
1600,0
1600.0
16UO.U
1600,0
1600,0
IbUU.U
1600.0
1800,0
rsoo.o
1600,0
1800.0
1600,0
1800.0
1600,0
1600.0
14uO,0
1600.0
1600.0
louu.u
1600,0
1400.0
1400.0
1400,0
1600,0
14UU.O
1600,0
IbOO.O
1600, U
1600.0
1600.0
16UU.U
1400.0
1600.0
1400,0
1400,0
1400,0
1400,0
1600,0
1600.0
-------
PAHTTCDI.ATK HUDt.ljING
* !><> MAXIMUM 1-HOUR TOTAL UtPUSITIfJN
(GKAMS/SUUARE HETEH
* FROM SUURCES:
'I,
HANK
i
2
3
4
5
6
7
6
9
10
" ' 11
12
13
1 4
15
16
1 7
18
19
20
21
22
23
24
25
UfcP,
0.00000
O.OOU00-
0,00000
0.00000
-o.ootroo -
0,00000
0.00000
0.00000
0,00000
GyO 0 00 0~"
0,00000
0,00000
OV
-------
i-AFclICULATE MODEblNCi
*
50 MAXIMUM 24-HOUR
TOTAL DEPOSITION ( GRAMS/SQUARE METER
* FROM SOURCES!
RANK
1
2
3
4
b
6
7
9
10
11
12
13
14
15
If.
17
18
19
20
21
22
23
24
25
DEP.
0,00000
o , ouooo
0,00000
0,00000
0,00000
0,00000
0,00000
o.ouuoo
o.ouooo
0,00000
0,00000
0,00000
0,00000
0, 00000
0,00000
0,00000
0,00000
0,00000
0,00000
U. 00000
0,00000
0,00000
0,00000
0,00000
0,00000
PEP
1
1
1
1
1
1
1
r
1
1
1
1
1
r
1
1
t
1
1
1
1
1
1
i
1
DAY
8
TBt
177
114
43
9
58
T54
153
40
to
5b
9
43
41
44
152
180
215
20
44
41
49
3H
178
X
UK
RAMGE
CMhTERS)
1200,0
1200.0
1200,0
1200,0
1200,0
1200,0
1200,0
1200,0
1200,0
1200,0
IVOO.O
1200.0
1200,0
1200.0
1200,0
1200.0
1200 , 0
1200,0
1200,0
1200,0
1200,0
1200,0
1 200 , 0
1200,0
1200,0
K(METEhS)
OR
DIRECTION
(DEGREES)
2000,0
2000,0
2000.0
2000.0
2000.0
2000.0
2000,0
2000,0
2000.0
2000,0
1600.0
2000.0
1600,0
1600,0
1600,0
1600.0
2000,0
2000,0
2000,0
2000.0
2000.0
2000.0
160070" "
2000.0
2UOO.O
2,
RANK
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
DEP,
0,00000
0.00000
0.00000
0.00000
0.00000
0,00000
0,00000
o.ooouu
0.00000
0.00000
0.00000
0.00000
0,00000
0,00000
0.00000
0,00000
0,00000
0,00000
0,00000
0,00000
0,00000
0,00000
0 , 0 u u u u
0,00000
0,00000
PER
1
I
1
1
I
I
1
r~
1
1
1
1
1
I
1
1
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1
1
~ 1 -
1
1
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1
1
DAY
10
i7»
11
13
58
76
354
187
42
267
"792
360
255
102
300
63
206
107
148
~1*Z
299
21
98
71
140
*
X
UR
RANGE
(METERS)
1200,0
1200,0
1200,0
1400.0
1200.0
1200.0
1200.0
I700;o
1200.0
1200.0
1400,0
1200,0
1400.0
1200,0
1200.0
1200,0
1200.0
1200.0
1200.0
"1400.0
1200,0
1200,0
1200. U
1200,0
1400.0
Y (METERS)
UK
DIRECTION
(DEGREES)
2000,0
zuou.u
2000.0
1800,0
16UO.U
1600,0
2000.0
2000. U
2000.0
2000.0
1000,0
2000.0
1800,0
2000,0
2000.0
2000.0
2000,0
2000,0
2000.0
180070
2000,0
1600,0
2000,0
2000,0
1800.0
-------
PARTlCULATt MODELING
* 50 MAXIMUM 1-HOUH
TOTAL DEPOSITION
((JkAMS/SQUARt: METER
* FKtIM SOURCES!
RANK
1
2
3
4
----->-
6
7
B._
9
10
1 1
12
13
1 4
15
16
1 7
18
19
20 -
21
22
23
24
25
DEP,
0.00004
0,00004
0.00004
0,00004
OTOOU04
0,00004
0.00004
OT00004"
0,00004
0.00004
0,00004
0.00004
0.00004
0 . 00004
0.00004
0,00004
0 , 00004
0.00004
0,00004
t)VOOOt)4
0,00004
0.00004
0 , 00004
0,00004
0.00004
HOUH
20
5
7
1
23
9
5
4"
7
23
5
5
6
5
6
9
4
23
24
6
7
9
3
8
DAY
_ w_ _w
353
~339
256
359
298
18
293
293~
130
361
346
341
299
293
338
1R3
4
352
341
34b
231
124
59
293
99
X Y
OR
RANGE D
(METERS) (
1800,
- 1800.
IB 00.
1800,
1600,
1800,
1600,
1600.
1600.
1600.
1800,
1800,
1600,
1600,
1600,
1600.
0
0
0
0
0
0
0
0
a
0
0
o
0
0
1600,0
1800,0
1800,
1600,
1600,
-16 00-,
1600,
1600,
O
0
0
0
0
0
(METER
tlR
IRECTI
DEGREE
1800
1800
1800
1800
1600
1800
1600
1600
1600
1600
1800
1800
1600
- -1600
1600
1600
To 00
1600
1800
1800
1600
1600
1600
1600
1600
S)
ON
S)
.0
.0
.0
,0
.0
.0
.0
.0
, o -
.0
.0
.0
.0
.
.0
.0
,0
.0
.0
, o
.0
.0
RANK
26
2 7
28
29
30
31
32
33 ~
34
35
37
38
39
40
41
42
43
44
45
4b
47
~48
49
50
DEP,
0.
0-;
0.
o.
0.
0.
o.
0.
0.
o.
U.
0.
o.
u.
o,
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0.
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o.
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o.
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00004
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HOUR DAY U
M b i
1
5
19
6
7
22
24
24
24
7
b
4
7
2
5
7
6
8
4
24
9
8
7
314
334
26
262
"120
311
313
294
337
330
316
341
271
324
314
153
219
297
103
294
315
22
-237
3
70
X
- OR
RANVE
1ETERS)
1600,0
1800, 0
1800.0
1800,0
1600,0
1800,0
1800,0
1800,0
1600,0
1600.0
Teooyo
1600,0
1600,0
1600,0
1600,0
1600,0
1600,0
1600,0
1600,0
rso 0,0
1600,0
1600,0
1-80070
1800,0
1800,0
Y(METERS) 1
DIRECTION
(DEGREES)
1600,
18BCT,
1800,
1800.
160U,
1800,
1800.
0 .
o "
0
0
0
0 (
0
IbUU.U
1600,0
1600.0
1600.
1600.
1600.
U
0
0
1600, U
1600,0
1600.0
1 600,
1600.
1600,
1600.
1600.
1600.
ttt Ot>v
1600.
1600.
0
0
o
0
0
o
0
0
-------
GENERAL MODELING ISSUES
-------
PREFERRED MODEL USE
SHORT TERM
SINGLE SOURCE
MULTIPLE SOURCE
INDUSTRIAL COMPLEXES
RURAL
URBAN
RURAL
URBAN
RURAL/URBAN
MODEL
CRSTER
RAM
MPTER
RAM
ISC
LONG TERM
SINGLE SOURCE
RURAL
URBAN
CRSTER
CDMQC OR
MULTIPLE SOURCE
RURAL
URBAN
MPTER
CDMQC OR
INDUSTRIAL COMPLEXES
RURAL/URBAN
ISC
* THE CHOICE OR RAM OR CDMQC IN URBAN APPLICATIONS is A FUNCTION
OF THE NUMBER OF SOURCES AND THE SIZE OF THE AREA TO BE MODELED
E.G., IF ONLY THREE OR FOUR SOURCES IN AN URBAN AREA ARE TO BE
MODELED, RAM SHOULD BE USED-
-------
USE OF MONITORED DATA IN LIEU OF MODELING
APPLICABLE ONLY WHEN THERE IS NO GUIDELINE MODEL AVAILABLE
ONLY FOR USE AT AN EXISTING SOURCE
NETWORK SPECIFICATIONS
A) MONITORING NETWORK MUST BE FOR THE POLLUTANTS AND AVERAGING
TIMES OF CONCERN
B) MONITORS MUST BE LOCATED AS CLOSE AS POSSIBLE TO POINTS OF
MAXIMUM CONCENTRATION
c) PSD QUALITY DATA
D) MINIMUM OF ONE YEAR OF DATA AND A DEMONSTRATION THAT MONITORING
YEAR WAS TYPICAL
E) DEMONSTRATION THAT REFERENCE MODEL IS NOT APPLICABLE BY COM-
PARISON WITH MEASURED DATA
SIZE OF MONITORING NETWORK
DUWNWASH SITUATION: ONE OR 2 BACKGROUND + 2 TO 4 DOWNWIND
MONITORS
SHORELINE CONDITIONS: ONE OR 2 BACKGROUND + 3 TO 8 DOWNWIND
MONITORS
COMPLEX TERRAIN: TWO MONITORS FOR EACH 22-1/2° SECTOR EXPECTING
VIOLATIONS
-------
OZONE LIMITING METHOD FOR CONVERTING NO TO N02
BASED ON NO + 03 --*- N02 + 02
STEP 1: USE DISPERSION MODEL TO CALCULATE NOX MAXIMUM
(ASSUME 100% CONVERSION)
STEP 2: CALCULATE THERMAL CONVERSION PORTION OF NOX EMISSIONS
(90% OF NOX EMISSIONS ARE NO, 10% ARE N02)
STEP 3: IF 03 IS GREATER THAN NO CONCENTRATION THEN ASSUME ALL
NO IS CONVERTED TO N02- IF NO IS GREATER THAN 03 THEN
ASSUME N02 = 03 CONCENTRATION PLUS THERMALLY CONVERTED f/o
NOX.
EXAMPLE: A POWER PLANT HAS A MAXIMUM IMPACT OF -08 PPM NOX-
WHAT IS THE N02 CONCENTRATION USING 0-L-M? ASSUME
OZONE BACKGROUND OF -04, -06, AND -15 PPM-
-------
STACK TIP DOWNWASH
STACK EXIT SPEED
STACK EXIT SPEED
* » HORIZONTAL WIND SPEED A
(o)
HORIZONTAL WIND SPEED
(b) -r
GRADUAL PLUME RISE
REGION OF
TRANSITIONAL
PLUME RISE
PLUME.CENTERLINE
YANCY INDUCED DISPERSION
DEFINITION: PLUME DILUTION DUE TO TURBULENT ENTRAPMENT
OF AMBIENT AIR
EQUATION: cX« = \7/r2 + n2 Where
-------
= H + 1-5 L
= HEIGHT OF STRUCTURE OR NEARBY STRUCTURE
= LESSER DIMENSION (HEIGHT OR PROJECTED WIDTH) OF THE
STRUCTURE OR NEARBY STRUCTURE
1.75H-GEP STACK HEIGHT
' ~ BASED ON WIND DIRECTION 3
-------
VARIATION IN THE DETERMINATION OF
THE REGION OF ADVERSE INFLUENCE FOR
ADDITIONS TO A TIERED STRUCTURE.
W2-1.5H7
SIDE VIEW
-------
DIAGRAMMATIC OUTLINE OF THE ENVELOPE AND CAVITY REGIONS IN
THE WAKE OF A BUILDING (Vertical Section).
UNDISTURBED REGION
ENVELOPE
c ,^c
WAKE REGION f
W:
_^t *^/^*5 ^> ^ ' ^
^ s£*r r c c
SEPARAT[ON ^_ ^__ + *'
yREATTACHMENT / ^
-------
ACME INDUSTRIES WANTS TO INSTALL AN 80 M STACK ON ITS NEW
COGENERATION UNIT- BASED UPON BUILDING DIMENSIONS G-E-P- HEIGHT
IS 45 M. IN MODELING THE SOURCE'S INPACT IN A PSD PERMIT, WHAT
STACK HEIGHT SHOULD BE USED? HOW TALL A STACK CAN THEY ACTUALLY
BUILD?
BETA POWER COMPANY WANTS TO INSTALL A 30 M STACK ON ITS NEW
BOILER- G-E.P- is 45 M- IN MODELING THE SOURCE, WHAT STACK
HEIGHT SHOULD BE USED? f-hi/v- ~.
-------
USE OF NUN-GUIDELINE MODELS
-------
COMPARISON OF MAXIMUM OBSERVED AND
MAXIMUM PREDICTED CONCENTRATION VALUES
CLIFTY CREEK (1975)
AVERAGING TIME: 1 HOUR
Highest
Observed
Value Over
Model All Events
and Locations
Comax
(ug/m3)
MPTER
(CRSTER,
PLUMES)
MPSDM
COMPTER
SCSTER
3141
4141
TEM-8A
MULTIMAX
1672
1672
1672
1672
1672
1672
1672
1672
.7
.7
.7
.7
.7
.7
.7
.7
Highest
Predicted
Value Over
All Events
and Locations
Cpinax
(ug/m3)
1492.
2940.
1529.
1374.
727.
727.
1793.
1383.
5
0
0
4
8
8
2
7
Difference
of Maximum
Values
p p
l~0 u
(ug/m3
180.
-1267.
143.
298.
944.
944.
-120.
289.
?
2
3
7
2
9
9
5
0
Average of
Maximum Values
Observed at
Each Station
C0
(ug/m
994
994
994
994
994
994
994
994
3)
.5
.5
.5
.5
.5
.5
.5
.5
Average of
Maximum Values
Predicted at
Each Station
(ug^m3)
1207.
1592.
1228.
1027.
591.
591.
1043.
1020.
9
0
0
3
3
3
0
3
Average
Difference
p p
*-O *"P
( ug/m3 )
-213.4
-597.5
-233.5
-32.8
403.2
403.2
-48.5
-25.8
-------
COMPARISON OF MAXIMUM OBSERVED AND
MAXIMUM PREDICTED CONCENTRATION VALUES
CLIFTY CREEK (1975)
AVERAGING TIME: 3 HOURS
Model
MPTER
(CRSTER,
PLUMES)
MPSDM
COMPTER
SCSTER
3141
4141
TEM-8A
MULT I MAX
Highest
Observed
Value Over
All Events
and Locations
Comax
(ug/m3)
794.0
794.0
794.0
794.0
794.0
794.0
794.0
794.0
Highest
Predicted
Value Over
All Events
and Locations
Cpmax
(ug/m3)
741.1
1560.9
760.9
702.3
450.3
450.3
939.2
692.6
Difference
of Maximum
Values
C0 - Cp
(ug/mj)
52.9
-766.9
33. 1
91.7
343.7
343.7
-145.2
101.4
Average of
Maximum Values
Observed at
Each Station
°° *
(ug/mj)
543.3
543.3
543.3
543.3
543.3
543.3
543.3
543.3
Average of
Maximum Values
Predicted at
Each Station
cp
( ug/m3 )
540.3
693.3
602.3
476.3
314.7
314.7
508.3
465.5
Average
Difference
C0 - Cp
(ug/mj)
-3.0
-150.0
-59.0
-67.0
228.6
228.6
35.0
77.8
-------
DIAGRAM OF SF6 TRACER GAS INJECTION APPARATUS
PRECISION ROTAUETER
TWO STAGE REGUUIOR
SFR CYLINDER
INIECTION PORT-
ON-OFF VAIVE
EXHAUST AND TRACER GAS
EXHAUST GAS
-------
PLAN VIEW OF SAMPLING ARRAY
DOWNWIND OF COMPRESSOR STATION
(SITE 1)
IOO FT
- SAMPLING LOCATION dm ABOVE GROUND)
. CENTRAL SWITCHING CONTROL
-------
DOWNWIND SAMPLER ARRAY AND CONCENTRATIONS OBSERVED
DURING TEST NO.4272 (SITE 1)
330'
340°
320'
3IO
300°
20°
300m
200m
!5Om
(0.0=CONCENTRATIONS~ii.g/m*)
-------
MEASURED (7^ VERSUS PASQUILL-GIFFORDa/
30
20
oc
CO
ca
I
10
O 00
o o
^-
o
0«0
og o
10
20
30
50
MEASURED
-------
CALCULATED CONCENTRATIONS
WJBER-SNYDER MCTDEL VERSUS
MEASURED CONCENTRATION Uig/m3)
18
16
14
*!= 12
oa
=.
o
IT 10
o
CJ
c»o
/
V
246
CALCULATED CONCENTRATION,
10
-------
MODEL ABSTRACTS
-------
A.5 MULTIPLE POINT GAUSSIAN DISPERSION ALGORITHM WITH TERRAIN ADJUSTMENTS
(MPTER)
References:
Abstract:
Equations
Pierce, Thomas D. and D. Bruce Turner. "User's Guide for
MPTER." Publication NO. EPA-600/8-80-016 (NTIS PB-80- /?/
Magnetic tape NTIS PB-80-168-156), Environmental Protection
Agency, Research Triangle Park, North Carolina 27711,
April 1980.
MPTER is a Multiple Point Source Algorithm with terrain
adjustments. This algorithm is useful for estimating air
quality concentrations of relatively non-reactive pollutants,
hourly estimates are made using the Gaussian steady state
model.
x =
for GZ <_ 1.61
x =
uL a
for a > 1.61
x = 0 (stability class 7)
L = mixing height (m)
H = (stack height + plume rise)-(difference in elevation
between receptor and base of stack)
g1 = exp
+=>
I exp
1
" 2
2nL-Hl
°z
*
exp
°; j
The computer program actually runs first for n = 0, then n = ±1,
n - ±2, and so on until the size of the term being added is sufficiently
small to be ignored.
A-25
-------
a. Input Requirements
Emission data: emission rate, physical stack height, stack gas
exit velocity, stack inside diameter, stack gas temperature
Meteorological data:* hourly surface weather data including cloud
ceiling, wind direction, wind speed, temperature, opaque cloud
cover. Daily mixing height is also required.
Optional ground elevation at the stack(s) and each receptor.
b. Output
Hourly and average Cup to 24-hours) concentrations at each receptor.
Highest through fifth highest concentrations at each receptor
for the period, with the highest and high, second-high values
flagged.
Limited source contribution table.
c. Model Options
Technical options -
Terrain adjustment
Stack downwind
Gradual plume rise
Buoyancy induced dispersion
Other options -
Automatic placement of receptors in rings similar to CRSTER
Alternative wind profile exponents
source contribution
d. Limitations
Level or rolling terrain
Terrain may not be higher than stack top
For regulatory purposes, receptor elevations should not be placed
below stack base.
Point sources only
Rural areas only
e. Pollutant Types
Treats single inert pollutant
Exponential decay can account for some reactions.
'These data are input into a preprocessor program which prepares the
data for input to the model. The same preprocessor program is used for
CRSTER, RAM, HPTER, and ISC.
A-26
-------
f. Source-Receptor Relationship
Arbitrary location of point sources and receptors
5 ring polar grid with arbitrary distance is an option
Unique stack height and source characteristics for each source.
g. Plume Behavior
Briggs8,9,10 plume rise formulas
Does not treat fumigation or building wake downwind.
Can treat stack tip downwind
If plume height exceeds mixing heights ground level concentrations
are set to zero.
h. Horizontal Wind Field
Uses user-supplied hourly wind speeds
Uses user-supplied hourly wind directions (_nearest 10 degrees),
internally modified by addition of a random integer value between
-4 degrees and +5 degrees
Wind speeds corrected for release height based on power law variation,
different exponents for different stability classes, reference
height = 10 meters
Constant, uniform Csteady-state) wind assumed within each hour
i. Vertical Wind Speed
Assumed equal to zero
j. Horizontal Dispersion
Semi-empirical/Gaussian plume
Hourly stability class determined in the preprocessor program by
Turner2 procedure, six classes used
Dispersion coefficients from Turner6. No adjustments made for
variations in surface roughness or transport time
k. Vertical Dispersion
Semi-empirical/Gaussian plume
Hourly stability class determine internally
Dispersion coefficients from Turner6. No adjustments made for
variations in surface roughness
1. Chemistry/Reaction Mechanism
Not treated
m. Physical Removal
Not treated
A-27
-------
n. Background
Not treated
o. Boundary Conditions
Lower boundary: perfect reflection at the same height as the receptor
Upper boundary: perfect reflection
Multiple reflections handled by summation of series until
a = 1.6 x mixing height
Uniform vertical distribution thereafter
Mining height is constant and follows topographic variations:
Taken from base of stack for determining whether plume punches through
Taken from receptor elevation for determining vertical concentration
distribution
Mixing height for a given hour is obtained by suitable interpolation
using data from soundings taken twice a day.
p. Evaluation Studies
Depending upon the options selected, MPTER can be made equivalent
to CRSTER, then evaluation studies for CRSTER would also apply
here.
A-28
-------
A.4 INDUSTRIAL SOURCE COMPLEX MODEL (ISC)
Reference: Bowers, J. F., J. R. Bjorklund and C. S. Cheney.
"Industrial Source Complex (ISC) Dispersion Model User's
Guide, Volumes 1 and 2." Publication Nos. EPA-450/4-79-0, 1
(NTIS PB-80-133044, 133051, Magnetic tape PB-80-133036),
Office of Air Quality Planning and Standards, U. S. Environmental
Protection Agency, Research Triangle Park, North Carolina
27711, December 1979.
Abstract: The ISC model is a steady-state Gaussian plume model which
can be used to assess pollutant concentrations from a wide
variety of sources associated with an industrial source
complex. This model can account for settling and dry
deposition of parti'culates, downwash, area, line and volume
sources, plume rise as a function of downwind distance,
separation of point sources, and limited terrain adjustment.
It operates in both long-and short-term modes.
Equations: The ISC short-term concentration model for point sources uses
the steady-state Gaussian plume equation for a continuous
elevated source. For each stack and each hour, the hourly
ground-level concentration at downwind distance x and
cros.swtnd distance y is given by
KQ
u{h)
exp
12
{Vertical Term} (Decay Term)
The ISC area source model is based on the equation for a finite
crosswind line source. The ground-level concentration at down-
wind distance x (measured from the downwind edge of the area
source) and crosswind distance y is given by
A
- AJu? {Vertical Term
V2TT ulh) a | (
erf
\Decay Term(
A-17
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Deposition for participates in the n settling-velocity
category or a gaseous pollutant with zero settling velocity
Vsn and a reflection coefficient y is given by
DEPn{x,y} =
^ - V*n
a a x
y z
exp
2 Va /
y
exp
x/u{h}
bH + (1 - b) V x/u{h)
sn
exp
y
i-l
b (2iH - H) - (1 - b) V x/u{h}
m sn
exp
. /2iE - H + V
1 / in sn
Y
b 2iHm
H\ + fl - b^ V x/u{h}
/ \ / sn
exp
. /2iH + H - V x/u{h)
1 / m sn
The parameter Q is the total amount of material emitted during
the time period TT for which the deposition calculation is made.
For area source emissions, the first line of the above equation
is changed to the form
'2K
S{0} V.
,k.A
exp
A-18
-------
where
Q , =» pollutant emission rate (mass per unit time),
' ' for the ic" wind-speed category, k^ stab-
ility category and SL^ season
f . , . - frequency of occurrence of the i wind-
' speed category, jc^ wind-direction cate-
gory and kc stability category for the
£th season
A91 - the sector width in radians
S{9} =» a smoothing function similar to that of the
AQDM (see Section 2.5.1.3)
u ,{h} ** mean wind speed (m/sec) at stack height h
* for the ic" wind-speed category and kc^
stability category
-------
The seasonal deposition at the point (r,e) with respect to the
base of attack or the center o^ a volume source for particulates
in the n settling-velocity category or a gaseous pollutant
with zero setting velocity V and a reflection coefficient
, -ir*t-t-*\imnl^.\i OH
Y is given by
DEP
K
r2 A0'
'z;k
exp H/; r/u_.
S{0)
exp
H
- V r/S.
sn
L-
z;k
a=l
Vsnr/0
a-i r-
Y [t
i,X{h}]
exp
b. /2aH
- H.
. , . 0 . . 0
k I m;i,k,J2, i,k,£
+- 1 - b, ] V_ r/u
sn
exp
l_
2
2aH
H. . . - V r/u. . (h}
ijk,£ sni,k
A-20
-------
where Q
.th T;i>
is
the product of the total time during the
TjljKjZ J.L.
* season and the seasonal emission rate Q- , for the i
wind-speed category and kth stability category.
2
DEP {r,0
*, ,u
z;k
exp H
S{0>
where
the product of the total time during the
,th
season and the emission rate per unit
area for the
.tn
stability category
wind-speed category and
A-21
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a- input Requirements
Emissions data: Location, emission rate, pollutant decay coefficient
elevation of source (MSL), stack height, stack exit velocity,
stack inside diameter, stack exit temperature, particle size
distribution with corresponding settling velocities, surface
reflection coefficient, dimensions of adjacent buildings
Meteorological data: Short-term -- hourly surface weather data
including cloud ceiling, wind direction, wind speed, temperature,
opaque cloud cover. Daily mixing height is also required.*
Long-term -- stability wind rose (STAR deck), average afternoon
mixing height, average morning mixing height, and average air
temperature.
b. Output
Concentration or deposition for any averaging time.
High, second-high values and highest 50. table.
c. Model Options
Site-specific wind profile exponents, site-specific vertical
temperature gradients, dry deposition, terrain effects (limited),
variable emission rates, stack and building downwash
d. Model Limitations
Flat or gently rolling terrain
e. Pollutant Types
Non-reactive
Particulates with or without significant settling velocities
Reactive pollutants if they can be accounted for by the exponential
decay term.
f. Source-Receptor Relationships
Arbitrary location for point, line, area, and volume sources
Arbitrary receptor locations or receptor rings
Receptors at ground level at elevation not exceeding stack height
These data are input into a preprocessor program which prepares the
data for input to the model. The same preprocessor program is used for
CRSTER, RAM, MPTER, and ISC.
A-22
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Plurrlljehavior
rise formulas
Building downwash and stack tip downwash 12
If plume height exceeds mixing height, ground level concentrations
set to zero
Does not treat fumigations
I Horizontal VJind Field
Uses user-supplied hourly wind speeds
Uses user-supplied hourly wind direction (nearest 10 degrees),
internally modified by addition of a random integer value between
-4 degrees and +5 degrees
Wind speeds corrected for release height based on power law vari-
ation, different exponents for different stability classes,
reference height = 10 meters
Constant, uniform Cs tea dy- state) wind assumed within each hour
i. Vertical Wind Field
Assumed equal to zero
j. Horizontal Dispersion
Semi -empirical /Gaussian plume
Hourly stability class determined internally by Turner2 procedure,
6 classes used
Dispersion coefficients from Me£Jh-oy~a7rd~Poo-Te-r3 (urban) or Turner6
(rural). No further adjustments made for variations in surface
roughness or transport time
I Vertical Dispersion
Semi-empirical/Gaussian plume
Hourly stability class determined internally
Dispersion coefficients from McB-roy-^ mi-Pooler^ (urban) or
Turner6 (rural). No further adjustments made for variations
in surface roughness
1. Chemistry/Reaction Mechanism
Exponential decay, user input time constant
Surface deposition when deposition calculations are reuqested
.1. Physical Removal
Settling and dry deposition of parti culates is accounted for
A-23
-------
n° Boundary Conditions
Lower boundary: reflection efficiency supplied by user
Upper boundary: perfect reflection
Multiple reflections handled by summation of series until
a - = 1.6 x mixing height
Unif&Vm vertical distribution thereafter
o. Background
Not treated
p. Evaluation Studies
A-24
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D.I VALLEY MODEL
Reference: E. W. Burt. "Valley Model User's Guide." Publication
No. EPA-450/2-77-018 (NTIS PB 274-054). Office of Air
Quality Planning and Standards, Research Triangle Park,
North Carolina 27711, September 1977.
Abstract: The Valley Model is a steady-state Gaussian plume model that
estimates long-term or short-term (24-hour) arithmetic
average concentrations at ground level in urban or rural
areas in flat or complex topography. In rural areas of
complex terrain, its primary use is to estimate
24-hour concentrations, usina a nredefined meteoro-
logical condition. Up to 50 point and area
sources can be assigned any location(s) to evaluate
impacts on a fixed network (scaled by the user) of 112
receptors, with terrain heights optional.
Equations: For both point and area sources,
x(x,y,z;h0,L) = 2.03 106 Q K ((c-y)/c) ((401-D/400) C
+J
N=-J
exp {-0.5 [(H+2 N L)/OZ] }
{exp[-(0.693 x )/(3600 u I)]}/(oz u x)
for distances at which o < 2L,
Only Q and u are input by the user, and
X is concentration in micrograms per cubic meter (pg/m3) or parts
per million (ppm), always calculated at ground level.
x is the source-receptor distance (m), as projected on the
mean wind vector through the source. For area sources, this
is the distance from the receptor to the effective point source
Contributions of a point source to a receptor within 20 m of
that source are ignored.
y is the crosswind distance (m) of the receptor from a line
parallel to the mean wind drawn through the source; y <_ c.
z is the receptor height above ground; z = 0 in all cases.
D-2
-------
h0 is the plume height above stack base.
H is plume center!ine height (m) above the receptor; the receptor
is always at ground level. Plume height h above the stack base
is calculated internally, or assigned by tne user, and then may
be adjusted for terrain elevation at the receptor to provide H.
For nonstable conditions, or over flat terrain, H=h .
L is mixing height (m) above ground; I remains constant, regardless
of topography.
0 is the pollutant emission rate Cg/s) of a given source, averaged
over the period of concern. If the actual emission rate varies
one must consider its correlation with the meteorological conditions
specified in the input data.
c'is the crosswind arc length of the 22.5° wind sector implicit
in this formulation.
D is receptor elevation minus plume height, each in meters
above mean sea level. The D term in the equation simulates the
effects of the stable-case deflection as the plume moves upslope
following impingement.
1 <_ D £ 401 m {stable conditions}
D = 1 m {neutral and unstable conditions}
C determines the units of x°
C = 1 {for x in vg/m3; required for nongaseous pollutants}
C = 0.0831 T/(M P) {for gases only to obtain x "in ppm}
where:
T is ambient air temperature (°K).
M is molecular weight of the gas (grams per mole).
P is ambient air pressure (millibars)-
K converts concentrations from on-site to standard conditions of
temperature and pressure. K = 1013.2 T/(298 P).
|N| represents the number of perfect reflections a oarcel of air
has undergone before reaching the distance of the receptor.
D-3
-------
o is the standard deviation (m) of the vertical (Gaussian) distribu
tion of the pollutant.
x is the distance (m) from the receptor to the point source or to
P the center of the area source projected to the mean wind
direction as was defined for x; for point sources, x = x.
u is the mean wind speed (m/s) affecting the plume.
I is the half-life (hr), of the pollutant and the exponential
containing I is the half-line factor.
For distances beyond which a = 2L the following approximation
to the equation above is used:
x(x,y,o;h,L) = 2.55 « 106 Q K ((c-y)/c) ((401-D)/400) C
{exp[-(0.693 x )/(3600 u I)]}/L u x).
D-4
-------
Requirements
Meteorological data: wind speeds for six classes; air temperature
'c-otional); mixing height (mean afternoon and nighttime urban)
ambient pressure (optional); joint frequency of occurrence of 6
speed classes, 6 stability classes and 16 wind directions
Source data: average emission rate for period of concern; actual
height of emission; effluent temperature, effluent exit velocity
and exit diameter (.optional data set); effluent volume flow rate
[optional); elevation of stack base (optional), width of area
source; user-assigned plume- rise (optional); source coordinates
Receptor data: receptor coordinates are fixed by the program;
ground elevation at each receptor (optional).
b. Output
Individual and/or total source contributions per receptor
Concentrations are printed at 112 receptor locations in an equal-
area, user-scaled map format.
Terrain relief is printed at 112 receptor locations in an equal-
area, user-scaled map format.
24-hour or long-term (e.g., annual) arithmetic average concentrations
Model Options:
Flat plane or complex terrain
Concentrations calculated at ambient conditions or reduced to
standard conditions
Concentrations in ppm or yg/m3
Urban or rural
Long-term (e.g., annual) or short-term (24-hour) analysis
User-assigned plume rise (independent of wind speed), or Briggs'
piume rises
Map Scaling
Variable Pollutant half-life
D-5
-------
.Limitations
Homogeneous atmosphere within mixing layer
Steady-state conditions (source and meteorological)
Concentrations may be underestimated on elevated terrain during
nonstable conditions
Does not treat fumigation or downwash
Fixed configuration and limited number of receptors
Pollutant Types
Treats one inert pollutant per analysis (but with simple, variable
exponential decay optional)
Source-Receptor Relationship
Arbitrary location and release height for each source
Arbitrary size for each square area source
Radial grid for 112 fixed receptors (user scaled)
Receptors at ground level
Arbitrary ground elevation at each source and receptor
Plume Behavior
Utilizes Briggs' plume rise equations as in subroutine BEH072.
The gradual plume-rise formulation is used. However, the
user can specify fixed plume rises, for any or all sources, that
are independent of wind speed, stability and distance.
Does not treat fumigation or downwash
If stack height plus plume rise is greater than mixing height,
ground-level concentration is zero, except in short-term mode
'where plume height above mixing height is reset to mixing height
value
Final plume height is constant over all rural terrain during
nonstable conditions and always in urban mode
Final stable plume height is constant above mean sea level in rural
mode (impingement of plumes on elevated terrain is thus possible,
but plume height maintained at not less than 10 m above terrain
if original plume height is greater than 10m.)
Horizontal Wind Field
Homogeneous, steady-state per calculation
16 wind directions
6 wind speed classes
D-6
-------
i- Vertical Wind Speed
Assumed to be zero except at terrain exceeding plume height (where the
flow is parallel to the ground for stable conditions)
j- Horizontal Dispersion
Homogeneous pollutant distribution across 22.5 degrees sector is
assumed initially, then linear interpolation of concentration between
adjacent sector center!ines is effected
Independent of stablity
k. Vertical Dispersion
Semi-empirical/Gaussian plume
6 stability classes by Turner
Neutral stability divided 60 percent (.day) and 40 percent (night) for
long-term analyses
Dispersion coefficients from Pasquill and Gifford
Neutral dispersion used for stable cases in urban mode only
No provision for surface roughness
1. Chemistry/Reaction Mechanism
No provision except for half-life option
m. Physical Removal
No provision except for half-life option
n. Boundary Conditions
Lower boundary (ground): perfect reflection
Upper boundary: perfect reflection (simple approximation beyond
distance at which az = 2L)
o. Background
No provision
p. Evaluation Studies
One study by model developer documented in User's Guide includes
evaluation for four widely separated sources. Several evaluations
have been accomplished by private industry.
D-7
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D.2a COMPLEX I
Abstract: Complex I model uses Valley as its basic algorithm. It
is different from Valley in that it incorporates buoyancy-induced
dispersion, a half-height correction for unstable plumes and uses
hourly wind data as input. Except for the following, it is identica
to the Valley Model.
1
3.
4.
5.
During nonstable conditions a plume is transported horizontally
relative to sea level. As terrain elevation increases
with distance the plume height above ground is allowed to
decrease to no less than half its height above plant
grade. Beyond the point at which the height is halved,
the plume centerline parallels the terrain.
Buoyancy-induced dispersion is
dispersion
n o
a2 = a2 4
utilized for vertical
*P-G
Hourly observed meteorological data are used as input.
Wind direction is specified to the nearest whole degree
(and the plume vectored accordingly), but the 22.5 degree
crosswind sector averaging is used.
The constant 2.6 is used for final plume rise during
stable conditions.
D.2b COMPLEX II
Abstract: Complex II uses Complex I as its
bivariate Gaussian formulation. Except for
Complex II is identical to Complex I.
basis but uses
the following,
1. The sector averaging coefficient of the Complex
is replaced by a coefficient in o , where a is
I formulation
the crosswind
diffusion coefficient.
2.
Buoyancy-induced dispersion in the horizontal is incorporated
and is defined by
, Ah2
a2 = a2
y
y
P-G
NOTE:
These screening techniques were developed using Valley as the
basic building block. The techniques are technically appropriate
in complex terrain although the models themselves have not yet
been completely evaluated. They are currently the subject of a
sensitivity testing program scheduled for completion in late
1980. Computer codes will not be available until after the
comoletion of the evaluation.
D-8
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MODELING APPLICATIONS AND
EXAMPLE PROBLEMS
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EXAMPLE PROBLEMS
PROBLEM 1: It is estimated that 80 g sec~1 of sulfur dioxide is being
emitted from a petroleum refinery from an average effective
height of 60 meters. At 0800 on an overcast winter morning
with the surface wind 6 m sec"1, what is the groundlevel
concentration directly downwind from the refinery at a dis-
tance of 500 meters?
PROBLEM 2:
A power plant burns 10 tons per hour of coal containing 3
percent sulfur; the effluent is released from a single stack,
On a sunny afternoon the wind at 10 meters above ground is
4 m sec" from the northeast. The morning radiosonde taken
at a nearby Weather Bureau station has indicated that a
frontal inversion aloft will limit the vertical mixing to
1500 meters. The 1200-meter wind is from 30° at 5 m sec"1.
The effective height of emission is 150 meters. From the
figure provided, what is the distance to the maximum ground-
level concentration and what is the concentration at this
point?
PROBLEM 3: For the power plant in problem 2, at what distance does the
maximum groundlevel concentration occur and what is this
concentration on an overcast day with wind speed 4 m sec"'*?
PROBLEM 4: For the power plant in problem 2, what will the maximum ground-
level concentration be beneath the plume centerline and at
what distance will it occur on a clear night with wind speed
4 m sec"1?
PROBLEM 5: An 11 meter high stack with a volumetric flow rate of 147-7
m3/sec has a stack temperature of 419K. Determine the plume
rise under the following conditions:
(1) cloudy afternoon
wind speed of 4 m/sec
ambient temperature is 293K
(2) clear nighttime (E stability)
wind speed of 2 m/sec
ambient temperature is 293K
-------
PLUME RISE
Step I. Estimate the plume rise (Ah) that is applicable to the source
during neutral and unstable atmospheric conditions. First, compute a
buoyancy term F:
T? - £ v d2
F - J vs d
= "5 T O v
Jo J-^ V
"T - T
s a
T
s _
T - T
s a
T
s
where g = acceleration of gravity (9.8 m/sec2)
vs = stack gas exit velocity (m/sec)
d = inside stack diameter (m)
Ts = stack gas temperature (K)
Ta = ambient air temperature (K) (If no ambient temperature data
are available, assume that Ta = 293 K.)
V = actual stack gas flow rate (m3/sec)
Plume rise is then given by:
Ah = 21.4F3/4 when F < 55 m4/sec3
u
Ah = 38. 7F3/5 when F >_ 55 m4/sec3
u
Step 2: The stable case plume rise (Ah) should be estimated as the
smaller of the following two values: (The second value is the limiting
case for calm and near calm conditions.)
Ah = 2.6
Ah = 5F
1/4
a
"AT
Az
g__AJL
T Az
-3/8
At)
The value -r is the change in potential temperature with height. If
typical values of are not known for the site, a value of 0.02 K/m
AZ
for E stability, and 0.035 K/m for F stability may be used for sources
with stacks less than about 100 m high. For stacks more than 100 m
high, use 0.01 K/m and 0.02 K/m respectively.
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