United States Great Lakes EPA-905/9-91-008B
Environmental Protection National Program Office GL-09B-91
Agency 230 South Dearborn Street
Chicago, Illinois 60604
The Maumee River Basin
Pilot Watershed Study
Volume V - Continued Watershed
Monitoring (1981-1985) and
Rainulator Study - Detailed Data (1986)
-------
FOREWORD
The U.S. Environmental Protection Agency (USEPA) was created because of increasing
public and governmental concern about the dangers of pollution to the health and welfare
of the American people. Noxious air, foul water, and spoiled land are tragic testimony
to the deterioration of our natural environment.
The Great Lakes National Program Office (GLNPO) of the U.S. EPA was established in
Chicago, Illinois to provide specific focus on the water quality concerns of the Great
Lakes. The Section 108(a) Demonstration Grant Program of the Clean Water Act (PL 92-
500) is specific to the Great Lakes drainage basin and thus is administered by the Great
Lakes National Program Office.
Several demonstration projects within the Great Lakes drainage basin have been funded
as a result of Section 108(a). This report describes one such project supported by this
office to carry out our responsibility to improve water quality in the Great Lakes.
We hope the information and data contained herein will help planners and managers of
pollution control agencies to make better decisions in carrying forward their pollution
control responsibilities.
Director
Great Lakes National Program Office
-------
EPA-905/9-91-008B
GL-09B-91
THE MAUMEE RIVER BASIN PILOT WATERSHED STUDY
Continued Watershed Monitoring (1981-1985) and
Rainulator Study-Detailed Data
Volume V
by
TERRY J. LOGAN
Principal Investigator
AND
ROBERT RETTIG
for
The Ohio State University, Columbus, Ohio 43210
and
Defiance County, Soil and Water Conservation District
Defiance, Ohio
GRANT NO. R005774-01
Ralph G. Christensen John C. Lowrey
Project Officer Technical Assistant
Submitted to:
GREAT LAKES NATIONAL PROGRAM OFFICE
U.S. ENVIRONMENTAL PROTECTION AGENCY
230 SOUTH DEARBORN STREET
CHICAGO, ILLINOIS 60604
-------
DISCLAIMER
This report has been reviewed by the Great Lakes National
Program Office, U.S. Environmental Protection Agency, and
approved for publication. Approval does not signify that
the contents necessarily reflect the views and policies
of the U.S. Environmental Protection Agency nor does
mention of trade names or commercial products constitute
endorsement or recommendation for use.
ii
-------
PREFACE
The data summarized here have been discussed and the methodology presented
in Volume IV of this report by T.J.Logan entitled "Continued Watershed
Monitoring (1981-85) and Rainulator Study." This report is available through
the USEPA Region V, Great Lakes National Program Office.
iii
-------
Appendix A
Runoff and Tile Drainage From the Blount; Paulding and Roselms Watersheds
(1981-83)
iv
-------
SAS
1
16:13 FF.IDAY, DECEMBER 13, 1985
DEFIANCE PLOTS- RUNOFF AND TILE DRAINAGE
ELOUNT fcUNOFF(UGI)
Y E A R = 6 1
ROKTH
DAY
PU fi r TIKE
SEDIKEM
TOTAL 1'
Of-.ThC r
N h 3N
N03N
(SEC)
(RG/L)
(r.G/L)
(kg/L)
(KG/L)
(HG/L)
6
fc
1 06
2772
12.b03
0.299
11.19
34.11
6
1 1
bb
2554
7.511
0.013
b . 3b
2b.18
6
1 I
b3
3746
0.099
0.260
2.39
1 7.59
6
21
1 b4
6766
3.026
0.157
0.70
3.67
7
1
1 34
10370
3.e0b
0.079
0 . 3b
b.42
9
1 1
bb
4646
Al. 955
0.039
0 .00
1 .99
10
23
1 23
2 b 0
0.099
0 .0 0 fc
0 .00
2.96
11
24
bO
b 2
0.19b
0.012
0 .46
5.66
Li rwu'i L li i r,r l /li n 1 \
Vt I L - L "i
rLUOfti huMr r
I L f r. - b ^
MONTH
DAY
I-UM: TIM'
b L DI K E l» 1
TOTAL i
ORl'hC 1
N H 3 F«
NO 3K
(SEC)
(f;o/L)
(rtC/L)
(r; g / l )
(KG/L)
(KG/L)
1
26
1 fa j
2t
0.195
•
0 .06
1 .96
3
1 2
tO
30
0.000
C .0 39
0.39
1 .07
3
14
50
1 36
0.390
C . 1 02
0.82
0.71
3
1 b
1 Ul
9 c
0.4 39
0.03b
0 .b9
0.25
3
1 6
321
to
0.096
(.062
0.71
0.57
5
2b
24 b
1 01 0
2.24b
0 .059
0.93
0.18
7
t
b9
b £6
C . 7 ti 1
C.016
0.11
1 .46
ILUUli] l-.tllH/M IJ
jlAh-c3 -—*—
MONTH
DAY
FUHF TIPi E
SEDIKEM
TOTAL i-
OhTHC I
NK3N
N03N
(5 EC)
(KG/L)
(K G / L)
(rx/L)
(f.G/L)
(KG/L)
6
1 3
197
1 1 26
1.bOt
0.166
0.04
1 .06
6
26
244
1 00
1.JU
C.b7H
0.37
0.49
11
16
•
33C
2.200
0.127
.
.
11
2b
•
600
1.169
C .107
0.04
3.31
12
6
•
29o
2.000
0.000
0.09
3.63
PLC'T = E LOUN1 Tilt (402) YLAfc=61
HONTh
DAY
P0EP TIKE
SEDIKENT
TOTAL I
ChThC I
{«H 3 t»
K03N
(bEC)
-------
SAS
2
16:13 FRIDAY, DECEKBER 13, 1985
DLFIAKCt PLOTS- RUNOFF ANL TILL DRAINAGE
PL0T=bLGUhT TILE (402) YLAR=61
HONTH
DAY
PUMP TIKE
SLDir.EKT
TOTAL P
OFThO F
NH3K
N03N
(SEC)
(f.G/L)
(KG/L)
(KG/L)
(KG/L)
(KG/L)
5
1 1
47691
76
0.146
0.069
0.00
6.90
5
1 3
1 33b0
36
0 . b44
0.C47
0.00
1.55
5
1 b
bOOO
142
0.44b
0.069
0.00
4.03
5
1 9
34336
1 4
0.39b
C .054
0.00
4.74
5
29
611 7
6
•
0 .020
0.14
b . 33
6
1
26 64
1 6
0.494
0.039
0.19
11.18
6
5
•
2 6
0.196
0.039
0.0b
11 .32
6
6
61091
66
0.146
0.133
0. 6*
16.19
6
1 1
7b 6 1 b
•
C .20b
0. 37
70.25
6
1 5
7S571
1 02
0.39b
0.114
0 . 37
55.51
6
22
2642o
b 1 0
0.494
0 .096
0.09
50.97
6
2b
1 0b6b
6 6
0.494
0 .1 37
0.70
40.43
6
26
411«4
2 0
C .000
C . 1 3 3
0.35
0.50
7
1
7594
1 2fc
0.791
0.067
0.32
15.21
7
10
3mO(j
•
•
•
•
•
9
4
66827
94
•
0.196
11.6b
17.11
9
11
1 b3b
232
0.634
0.094
6. OC
19.42
10
6
6243b
36
9
0 .Cbl
0.79
3.19
1 0
23
7 44t.Q
1 2c
0 . 0 9 9
0.031
0 .69
14.44
1 0
27
26100
6 2
0.099
0.006
1 . 39
4 .60
10
26
r1 o 41
9 6
0 . 4 b 6
0.070
0. 7b
6.32
1 0
29
7 6 3b
b 6
0 . bib
0.066
0.16
5.19
11
24
1 9704
30
0.146
C .006
0.71
2.05
1 2
2
1 234b
1 2
0.293
•
0.11
5.43
1 2
9
2 3322
42
0.19b
C.C16
0.62
3.16
PLOT = h. LOU M TILL ( UO^) YtAH=62
KONTH
1
1
1
2
2
2
3
3
3
3
3
3
3
3
3
3
3
DAY
4
t
1 5
16
24
26
2
1 2
1 2
14
1 b
16
17
16
22
2 3
21
I U i T1KL
(SLC)
60400
36911
3691 6
S*4 91 7
44210
3 <4 1 U 1
9007
69 347
1 4345
3 6 24 7
43000
6 76b6
61 200
45627
b3627
5707
324bO
S L I> I r. L li 1
(riG/L)
22
46
Lb
•
20
20
6
•
22
.1
1 U
J L
t-
b t
bt
1 i
b t
TOTAL i
(KG/L)
0.146
0.19b
0.2*4
t
0.146
0.000
0.19b
•
0.049
0.0*49
0 . 0 U 9
0.000
0.096
0.096
0.244
0 .1 4 6
t . 1 46
OhlhO I
(KG/L)
0.03b
0 .00 b
0 .01 6
C .031
C .01 6
0.020
0.04 3
0 .05b
0.051
0.133
C .079
k h 31.
(f.G/L)
0.16
0. Mb
0.7b
0.66
0.00
•
0.00
O.Ob
0.29
0.9,:
0.22
0.37
C .00
0 . lib
C. 2b
N03ti
(hg/l)
6.82
3.25
•
•
2.07
2.40
0.79
•
1 .43
0.86
0.43
0.12
0.43
1 .14
2.46
£ .26
<« . 74
-------
SAS
3
H:13 FRIDAY , DECEMBER 13, 1965
DEFIANCE PLOTS- BUhOFF AND TILE DRAINAGE
PLOT=B LOUN1 TILE (U 0 2) YlAh=62
MONTH
DAY
pur,i Tir.t
SEDIMENT
TOTAL *
OfcTHC F
K h 3 K
N03N
(-EC)
(KG/L)
(MG/L)
(flC/L)
(KG/L)
(KG/1)
3
31
52b76
230
0.195
0.109
0.14
5.71
4
1
1 01 76
242
0.390
0.059
0.64
7.39
4
5
29265
210
0.244
0.062
0 .<46
2.26
4
1 2
1 C 70 3
6 s-
0 . 0 9 fc
0 .0U3
0.04
5.71
u
1 3
6 C 0 0 7
1 32
0.09b
0.043
0.04
4.24
4
20
71, 7 6 9
211
0.2U14
0.07b
0.32
5.32
5
2b
71 66*
1 Oi*
C . 1 9 b
0.105
0.14
1 .62
5
26
61 00b
20 0
0. 5bfc
0.121
0.14
3.61
6
3
I 3 21 b
7 0
0.4J9
I: .10 2
0 . 36
4 .46
b
1 fc
1 3 697
6 4
0.293
0.05b
0.18
7.71
6
22
2 204L
1 40
0.34 2
0.043
10.63
0.00
6
29
3729
26
0.146
0 .066
0.79
6.26
7
6
£ 5605
70
0.293
0 .051
0.29
3.07
7
1 2
2*760
1 /0
6.293
0 .055
0.11
4.07
7
21
4 99 5
fc b
0.244
0.043
0.23
2.99
1 1
2
61 334
3^2
0.97 6
0.296
0.26
4.01
1 1
3
4 5 2 9 9
1 22
G . 6 3 '4
0.64b
0.26
2.37
1 1
1 2
1 C 7 7 4
2 Jb
0.439
0.160
0.10
4 .24
1 1
1 4
t62b
1 2 2
C . 1 9 5
0.10 b
0.24
5.44
11
22
3 e 9 2 0
244
0.761
0.277
0.74
1 .62
11
2*4
63964
2«U'
0 .Cfa3
t.Ub
0.53
2 .90
11
30
2 0 91 2
24 2
0.439
c .1 to
0.10
2.11
1 2
3
3 9 6 3 fc
404
0.676
0. 136
0 . t6
1 .32
1 2
<4
6 57/4
•4 JO
0.9 76
•
0.13
0.46
1 2
7
7t 342
2u2
0.761
C . 1 9t>
0.11
0.39
1 2
1 7
7231 0
356
0.732
0. 172
0.33
0 .46
1 2
21
1 7099
26 6
0.53 7
0.066
0.20
2.70
1 2
26
4*729
6*4
1 .269
0 .1 7b
0.2C
1 .51
12
26
6 3762
2 b
G.976
0.136
0.43
0.56
1 2
29
1 0256
370
C .761
0.076
0.14
0.25
PLua-tLOUM TILE (402) Y E A h= E 3
MONTH
DAY
rur.i nr.t
EED1HLM
TOTAL V
OhlKO I
K h 3N
N03N
(SEC)
(KG/L)
(f, G / L)
(rG/L)
(KG/L)
(KG/L)
1
25
6 4 2 0
116
0.390
0.040
0.12
0.65
2
2
12436
1 92
C.537
0.120
0.21
2.21
2
4
25636
1 56
0.537
0.104
0 .57
2.44
3
14
11 74 0
96
0.439
0.064
C .Cu
2. 40
3
1 6
•
16
0.09 fa
0.020
0 . 00
3.21
3
9 660
104
C . 2 9 3
C .024
i.e.
0.53
3
/ 0
11C77
31b
0.634
C .060
0 . K
1 .74
3
17602
3 76
0.732
0.064
0.:,
2.15
4
2
53930
226
0.439
0.040
0.3.
1 .56
4
7
6t559
352
0.683
C.056
0.11
0.67
4
fc
6 206
* 64
0. 5b6
0.03^
0 . . ••
,1 ,06
4
1 1
96 166
4 54
0.630
0.076
I . ;
0.61
-------
4
4
U
5
5
5
5
5
6
6
11
11
11
11
12
12
12
ON'
4
4
5
5
6
6
6
6
9
10
ION
1
2
2
3
3
3
3
3
SAS
U
16:13 FRIDAY, DECEMBER 13, 1985
DEFIANCE PLOTS- HONOFF AND TILE DRAINAGE
PLOlsbLOUM TILL (H02) YEAR-63
DAY
PUKF Tir.E
SLUIRLkl
TOTAL *•
ORTKO t
NH3N
N03N
(6EC)
(MG/L)
(f.G/L)
(KG/L)
(KG/L)
(ftG/Li
14
99415
440
0.781
0.107
0.00
0.64
15
5535
346
0.634
0.059
o.ou
0.65
20
6653
56
0.195
0.049
0.00
0.37
1
4^91 I
256
C.537
0.107
0.2a
2.03
2
57595
356
0.732
C .ost
0.16
0.45
4
11 521
2d0
C.537
0.07b
0.41
0.90
9
3565
7 6
0.1 *5
0.059
0.49
1 .87
25
3 3 *4 2 3
602
0.927
0.107
0.32
2.11
13
1 3t3 9
222
0.4 39
0.107
0.24
0.9 0
30
11545
1 Gu
0.634
0.361
0.26
0.26
16
U50
390
2.050
0.09b
0.00
3.76
21
36434
432
2.050
0.068
0.00
3.46
2 fi
i. c oO U
4 1 D
2.000
0.107
0.00
3.25
29
6151 4
m 3 0
2 .5 00
0.107
0.00
2.54
5
4 5 e 0 6
2 JO
1 .330
o.o&e
0.00
3.28
6
75500
1 32
1 . b CO
0.096
0.05
2.67
12
96030
25u
1 .700
0.137
0.01
2.12
I LOT = i /. o LD1 hG RUNOFF (501 YLAF. = b1
DAY
*r*
r:
H
~-*
atDIREKT
TOTAL V
OkTKG J
NH3N
N03N
(SIC)
(Pi G / L)
(IS G/L)
(KG/L)
(ISG/L)
(MG/L)
17
275
1366
2.965
0.110
0.00
9.73
29
117
3592
1 .137
0.376
0.00
5.57
1
94
2602
1 .038
0.067
•
•
15
115
6 6 it
1 .532
0.062
0.00
0.24
1
776
1 b 1 6
1 .977
0.122
0.00
0.89
15
110
601
*
0.04 3
U.00
0.00
22
229
466
1 .036
0.055
0.09
0.00
26
92
1704
1 .415
0.147
0.21
0.00
4
917
58 6
0.741
0.353
0.14
1.06
26
1 46
420
•
0.074
1 .56
2*69
I- LCT = i A OLDI i«(> RUNOFF (501 YEAF. = 62
DAY
nr.* T1KL
SLDIftEKT
TOTAL P
OfcTHO Y
NK3N
N03N
(ilC)
(LG/L)
(KG/L)
(KG/L)
(MG/L)
(KG/L)
4
493
92
0.195
0.006
0.00
0.00
19
*65
54
0.244
0.0*3
0.00
1.52
24
•i *-
102
0 .466
0.113
0.04
1 .00
12
110
•
t
*
.
•
•
14
40
60
0.195
0.043
C • 32
2.39
15
176
60
0.244
0.027
0.1b
0.66
16
4 9(
762
0.663
0.039
0.52
0.37
17
Ml.
502
0.537
0.039
l>. 22
0.99
-------
3
a
u
u
5
7
11
12
12
12
ON'
14
5
6
11
11
12
12
ON
2
3
it
U
H
5
5
5
S
s
6
6
6
6
9
9
10
10
SAS S
16:13 FRIDAY, DLCEKBtR 13, 1985
DEFIANCE PLOTS- RUNOFF AND TILE DRAINAGE
I LOT = PAULDING RUNOFF (501 YEAR=82
DAY
22
1
IS
20
26
6
30
<4
6
26
PUfcl TIKfc
(SEC)
1 46
61
114
62
m y 2
lb
5b
1 5fc
50
.71
SLD1HEKT
(KG/L)
366
42
15b
654
1 260
65 2
376
566
234
1 7 66
TOTAL P
(KG/L)
0.390
2.733
0.293
1 .074
1 .415
0.676
0 .6 B 3
0.537
0 .4bb
1 . b06
ORTHO P
(KG/L)
0.012
0.023
0.016
0.000
C .Ob 2
0 .000
0.000
0.024
0 . 0 a 4
NK3N
(KG/L)
1 .54
0.54
0.50
0.54
0. 57
0.07
0.20
0.07
0.20
0.10
N03N
(HG/L)
9.14
0.69
2.53
1.50
9.26
17.63
4.94
0.46
0.20
0.16
I LCl = i'AULi'If«G RUN'OFF (501 Y E A K = b 3
DAY
PUKl TIME
SEDlhCNT
TOTAL I
OhTHC 1
NH3N
N03N
(5LC)
(KG/L)
(KG/L)
(KG/L)
(KG/L)
(KG/L)
2
349
1 b62
2.050
O.OCm
0.00
0.61
2
3 06
1 51 6
1 .610
0.0 39
0.2b
0.57
26
51 e
926
1.074
o.oe e
0.00
2.37
U
204
1 390
4.250
0.127
0.00
2.75
26
2 9C
932
3.400
0 .01 b
0.04
0.38
10
1 30
322
1 . 350
0.107
G.02
0.70
1 2
1 3b
166
6.300
0.165
0.50
0.53
iLCl=PAULDlhG TILE (502) YEAR
OA X PbKF TlKiS £ EM KENT TOTAL P ORTHO I' KH3N N03N
(SEC) (flG/L) (KG/L)' (KG/L) (KG/L) (BG/t)
26
2610
26
1 .433
•
•
•
4
7072
6
0.196
•
•
•
1 7
15399
•
0.146
' •
0.00
2.2a
22
1454
fat
0.247
0.039
0.61
0.14
29
5769
620
1 .137
0.055
0.23
2.16
1
4492
52 6
0.791
0.266
0.00
0.66
6
4665
1 66
C.346
0.256
0.00
0.0Q
11
2 462
• '
•
'•
•
15
4 732
500
0.79t
0.361
•
•
IS
*47 2
64
0.346
0.04 3
0.00
0.00
11
c362
690
2.224
C.2C9
0.33
0.04
15
5569
666
1 .0b7
0 # (¦' 3 9
0.33
0.42
22
*73g
77 fc
1.067
0.015
0.00
0.47
26
070
660
0.494
0.090
0.00
0.00
4
13441
60
0.244
0.106
C. 07
0.07
25
•» 0 65
76
0.099
C.CM,
0.11
0.52
6
1516
646
0.196
0 » 6 3 <-
0.66
0.37
23
414
0.346
0.131
0 .96
1.69
-------
SAS
6
16:13 FhlDAY, DECEhBER 13, 19B5
DEFIANCE PLOTS- RUNOFF AND TILE DRAINAGE
PLOT=PAOLDING TILE (b02) YEAJi = 81
MONTH
DAY
FUr.I- TIME
SEDI KENT
TOTAL V
OfiTHC P
NH3N
N03N
(SEC)
(r.G/L)
(«G/L)
(P.G/L)
(KG/L)
(flG/L)
10
27
22 71
376
1.171
0.063
0.00
0.00
10
26
2242
31( C-
0.248
0.029
0.00
2.23
11
24
3071
1 32
C • 3 il 1
0.076
0.71
0.73
12
2
nn
74
G.1H
0 .058
1 .57
0.00
1 2
23
1 IbU
3 0
0 . 2414
0.039
0. b/
0.19
F LG1 = tAULDlt»G TILE (502) Y EA h = 6 2
flONTK
DAY
I-Lf.* TIM I,
SEHrU.T
TOTAL P
OFThO P
Nh 3N
N03K
(SIC)
(KG/L)
(f! G/L)
(r.G/L)
(KG/L)
(MG/L)
1
4
21*30
nu
0.195
•
0.93
0.93
2
19
1 331 b
t .1 95
0.062
0.114
0.07
3
1 2
173b
•
•
*
•
•
3
16
37m
13b
0 .<4 39
C .039
0.21
1 .1U
3
17
2974
20 6
0.293
0.035
0.2 2
O.U6
3
Ifc
1 3CC
tit
0.390
0 . 0i«7
0 .07
0.143
3
22
3 I 4 L
1 3 b
0 . 314 2
C .043
0.50
0.2b
4
1
2559
1 2 44 fc
1 . U fa<4
0.076
0.79
2.00
4
20
14 5b*
3 9 0
0 .566
0.06 2
2.78
2.61
5
21
2 Ai 7
32
0.6314
0.394
•
•
•
•
•
•
•
•
0.62
5.75
•
•
*
1Sb
C .1 95
0.052
0.20
14.141
5
2t
1600
264
0.7 32
0.2C3
0.07
lb.00
6
3
1 200
714
0.537
0.21 5
e.2y
9.35
6
29
2766
142
0.21414
0.091*
0.07
7.07
7
6
3037
106
0.314 2
0.1 52
c.16
20.67
11
2
7 510
770
0 .6 78
C . 1 2 0
0.26
15.20
11
3
t 009
11414
0 .1468
0.117
0.20
12.63
11
1 2
2 62 6
146
0.1439
0.0143
0.22
16.69
11
19
1 20b
90
0. 342
0.031
0.3H
13. 24
11
22
1 C109
346
0.146
0.048
0.28
<4.22
11
24
512b
•
»
•
•
•
11
30
5336
176
0.390
0.02<4
0.07
3.62
12
<4
7 24 4
3«2
0.537
0.032
0.33
1 .tilt
1 2
b
1 3226
370
0.3 90
0.052
0.33
0.86
12
1 7
2633
1430
0.3142
0.036
0.33
2.63
12
22
33140
1314
1 .100
0.032
0.10
2.83
12
26
t OVi*
69b
3.1 00
0.02U
0.20
2.17
12
21
3 65 3
770
1 .006
•
0.00
0.66
1 2
29
1079
678
2 .350
0 .026
0.014
0.00
-------
SAS
7
16:13 FRIDAY, DECEHBER 13, 1985
DEFIANCE I'LOTS- RUNOFF AND TILE DRAINAGE
f'LOT-F AULDI KG TILE (502) YEAfi=83
PUKT TIME
SEDIMENT
TOTAL P
ORTHO P
NH3N
M03N
(SEC)
(K G/L)
(f! G / L)
(MG/L)
(P.G/L)
(BG/L)
626
•
3.250
0.052
0.07
8.26
2490
322
1 .250
0.026
0.00
4.91
15 668
116
0.600
0.072
0.00
4.67
fc134
262
1.150
0.012
0.07
5.25
3797
52o
1 .950
0.00b
0.25
5.74
1613
626
3.000
0.006
0.00
2.88
»«0 6 b
3U
1 .150
0.01 2
0.46
4.41
4161
550
0.634
0.04 9
0.04
0.65
3 6 6 U
91 fc
1 .025
0.01.9
0.93
0.00
2742
5146
0.634
0.049
1 .69
0.53
1 832
1 24G
1 .220
0.059
0.00
2.21
2137
52«
0.732
0.066
0.26
2.13
1 359
l> I i.
0.732
0 .096
0.12
1 .17
t 91 9
71C
0.732
C.096
0. 0«
2.66
2400
21 «
0.342
C • 07b
0.26
0.32
1 3606
122
1 .500
0.24 4
0.0b
4.70
7 btb
46
1 .000
C.166
•
•
6 939
1 3C
0.900
C.195
0.07
5.93
^ bb J
9t fc
4.250
C.264
0.00
1 .46
£ 31 i>
not*
2.500
C.2C5
0.07
2.64
77C6
•
•
•
•
•
LitlCV
790
3.900
0.165
0.06
1.22
4 69 3
522
2.600
0.195
0.01
2.09
c 366
6 9e
4.300
0.293
0.00
1 .78
44 36
326
2.050
0.176
0.02
1 .23
5216
• • ¦
•
•
»
.
PLOT
= J AULDIfG
TILE (502)
YEAR=64
n;r.p TIRE
S E L1M K T
TOTAL P
OKI ho r
NK3N
K03M
(SEC)
(KG/L)
(MG/L)
(KG/L).
(KG/L)
(MG/L)
4 333
•
.
1HC3
1 2354
£.197
5996
t 592
•<791
1 1957
-------
SAS
e
16:13 FRIDAY, DECEMBER 13, 19B5
DEFIANCE PLOTS- RUNOFF AND TILE DhAINAGE
F LOT = fiOSELK S hUNCFF(111) YEA ft = 8 1
MONTH
DAY
H('I TIKE..
SEDIMENT
TOTAL 1
ORTKO F
NH3N
N03N
(SLC)
(KG/L)
(MG/L)
(KG/L)
(KG/L)
(MG/L)
14
17
11 2
232
1 .0b7
0.521
0.09
2.06
14
29
lit
300
0 .000
c. o e b
C.Ob
0.32
5
11
220
106
0.247
C .069
0.00
1 .30
5
1 5
540
11 C
0.346
0.105
0.00
0.19
6
1 1
1 430
4 33 0
4 .546
C .020
0.09
1 .27
6
1 5
906
3 4 7 2
3.163
G.035
0.00
0.51
6
22
34 06
1 990
3.163
C .01 2
0.00
1 .36
6
26
1 bt-2
7722
1 . 364
0.079
0.00
0.00
9
4
i. 3 t>
1 1*22
1 .137
C .063
0.114
a.71
10
9
73
0.1146
0 . 0 6 2
0.00
3.H3
10
23
1 LI
3b 2
0.1414 6
0.063
0.00
O.U3
10
2b
273
444
C.099
0.004
0.29
1 .59
f LOT = hOStLf.S> ftUKGFF (111) Y t A I,
MONTH
DAY
I-1'ni Tir.£
SLD1KIM
TCIAL F
OETHC r
NH3N
KG3N
Uric)
(f,G/L)
(KG/L)
(.~.0/L)
(KG/L)
(KG/L)
1
14
57 3t
160
0.293
C.062
0.96
2.00
2
19
3t It
9*
0.2144
C .020
0. 3t
0.99
3
1 2
31 C 0
102
0.195
0.006
1 .54
0.00
3
15
St 10
720
C .634
0.004
0.43
0.99
3
16
419
3076
2.391
0.004
0.22
2.13
3
17
1 22
1 77b
1 .171
0.008
#
•
14
1
1^0
7292
4.t't>0
0.016
0.21
0.93
14
20
272
5222
3.172
0.020
C.04
2.11
b
26
20 50
9930
5.466
C .000
0.36
3.53
7
12
213
6004
4 .099
C .000
0.93
0.29
11
2
/:4b
569 fc
2.977
C.031
0.77
1 .02
11
30
0
7ee
0.663
0.012
0.11
1.30
1 2
14
C
1 966
0 .927
0.006
0.18
0.67
12
17
353
1 536
0.976
0.006
0.25
2.21
12
25
957
4314
2.489
•
0.00
0.69
12
26
145
201 2
1 .269
0.006
0.13
0.79
F LCI -I-.0 Sfc LKS hUSOFF (111) Yk.AF.s83
MONTH
DAY
PUKf TIKE
S ED IK EM
TOTAL £>
OFTHO I
NH3S
N03N
(' EC)
(r.G/L)
(KG/L)
(KG/L)
(KG/L)
(WG/L)
2
2
109
2 70 6
1 .654
C .004
0.32
2.63
3
27
3 fc 5
1 2 72
0.676
0.000
0.16
2.07
3
26
41
5446
2.538
0.004
0.41
1 .22
14
2
410
2420
1 .220
0.004"
0.24
1 .30
4
11
292
2656
1 .806
C . 01 9
0.00
0.93
4
13
1 09
1 764
1 .269
0 .096
0. 24
0.b9
4
14
e 70
341 2
2.096
C .009
0.24
0.73
-------
5AS
9
16:13 FRIDAY, DECERBER 13, 19b5
DEFIANCE PLOTS- KUNOFF AMD TILL DRAIKAGE
ILOT=KOSELKS RUKOFF(lll) MKh-b2
HOMTH
DAY
FUKl- Tlfifc
SE&IKINT
TOTAL F
OKTHO r
N H 3 K
N03N
(SE-C)
(KG/L)
ir.G/L)
trG/L)
(r.G/L)
(MG/L)
s
1
277
80b
1 .654
1 .074
0.16
2.60
s
2
1 30b
223U
2.050
0.234
0.32
5.60
6
13
30 1 7
4350
3.07^4
0.029
0.00
1 .09
6
2b
101)3
2 7 U t
2.000
G.04<>
0.24
3.50
11
1 6
M 3
1 52C
U.150
0.117
0.00
U.25
11
19
1 62
1 71 6
4 .000
c .ote
0.02
2.34
11
2b
1
•
•
•
•
•
12
10
tlu
9b2
2.700
0.039
0.04
2.62
12
12
1391
Ubl
1 .500
0.059
0.00
1 .92
-------
Appendix B
Runoff Data From The Baldwin, Paulding and Rethmel Watersheds in 1981-85
for Individual Events
-------
LAS
1
11 :lb FhlLAY, fcECEr.bEh 13, 1985
CKF1AKCL COUMX PAULDING SOIL bATI hSHLDS-KUtiOFF
f LOT =L ALU IN (fcUl ) Y t /• R - b 1
SAKt'Li. !».fcl.lli DAY TIKI IbTLhVAL STAGL
* KK.r.IN. (KIN.) (IK.)
U 12 1230
U 12 1330
H 12 1U30
»~ 12 lb30
«. M 1 b 30
». 17 3 0
*< 12 1fc 3 0
• ^ 12 19 30
• U 13 30
i. 1j 130
U 13 230
»4 13 3 3 0
• ** 13 U 3 0
• 1 3 530
4 13 630
C 13 730
C 13 1' 3 C
«. 1 3 931
« 1j 1030
« 13 1130
• * 131230
SAfiFLE 5LHKLU TOTAL f
* CONC. COKC.
(f.O/i.) (KG/L)
tO 1.0
tc 1.0
to C. 9
to 0.7
to 0. t
to O.b
6C L.u
11 0.2
tO 3.14
to 14.0
to H . 2
to 1.1«
tC 7.14
t C t . 2
tO t. 6
tO b.2
tC *t.t>
bC 14. U
t C 14. c
to 3.6
to 3.U
OhlhC I' Mi 3N K03K
CCt»C • COKC. CONC.
(Ko/L) (BG/L) (flG/L)
-------
SAS
16:15 F h 111 A Y , DlCEKBF.fi 13, 19b
L'UlANCt COtMi PAULL1NC SOIL bATLtShLDS-hUKOFF
KIOT = bALLWIN (bOI) YEA h =61
EVfcKT SAM Li. hOMh LAY Tiff: INTLhVAl STAGfc
fc HI-.. KIN. (KIN.) (IN.)
4 13 1330 tO 3.0
4 13 1 U 30 60 2.6
4 13 1^30 60 2.4
4 13 It 30 £,0 2.0
4 13 1730 to 1.6
4 13 1fc30 €0 1.6
4 13 1930 60 1.4
4 13 cC30 60 1.2
4 13 2 130 60 1.0
4 13 2 23 0 60 1.0
4 13 2330 60 C. 9
4 14 30 60 o.e
4 14 1 3 0 6 C 0. o
4 U 2 30 60 C. 7
4 14 330 60 0.6
4 14 430 60 0.6
4 14 L'30 60 t.5
4 14 630 fcO 6.4
4 14 730 60 t.4
4 14 £• 30 bO 0.4
4 14 9 30 60 0.4
EVENT SAM 11 SILJfLKl TOTAL F OKTFO F
# CCNC. COKC. COt
-------
SA5
3
U:1b FhlDAY, DLCERBLfc 13, 1985
DUiAKCL CUOMY PAULLING SOIL ta ATLKSH t DS - hli NOFF
ILOl = fc A LL* J h (bOI) Y L A J = b 1
EVENT SAf.I'Ll 'RCIU L AY TIP.h INI LF VA1 STAGt
* Kfc.riN.
11 30
to
2. t
U
21
1 7 30
to
l>.u
n
2t
1 h30
to
b.2
U
2 b
1930
to
t .0
u
2k
2030
to
fc.O
u
2 b
2130
to
7.U
U
J b
2230
to
t * 8
SH3 MM
COf.C.
U:c>/L)
TOTAL
CONC.
(K6/L).
URT»:o
CONC.
(BG/L)
1
l» K 31'
COKC.
(f.G/L)
NC3K
CONC •
(fiG/L)
-------
SAS
«
It :1b FH1IAY, CLCEKE-tR 13, 1 9bi
DHIANCL COUNTY P A ILD1N G SOIL WATEkShELS-kUNOFF
1 1.0T = bALl«IN (bO 1) YE AE=b1
EVENT SAKi LL MOM h UAY llf. I IMffcVAl. STAGE
I h h • K I N • («IN.) (1 ^ •)
<4
u
u
u
14
U
M
u
L,
u
u
Li
li
u
L,
u
lt
t*
u
u
2 b
29
29
2 9
2 9
*9
29
29
£ 9
2 9
29
2 9
2 V
29
29
2 y
2 9
29
29
2 9
29
2330
30
1 30
2 30
33 0
U30
S30
0 30
730
t 3 0
9 30
i e 3 o
1 1 3 C
12 30
1 330
1 U 3 0
1^30
1 0 30
1730
16 3 0
19 30
00
to
to
to
to
00
to
to
to
to
00
0 0
to
to
to
to
to
to
tc
to
to
t. 2
t.o
^.t
b. 2
^ .b
u. u
t*»2
3 • ts
3 . t
3.4
3.2
3.0
2 . r
2.7
2! .0
2. u
2.3
2.2
2.1
2 . 0
1 . 9
EVEN I
S A f. r L J.
«
5 fl'l f. I N 1
CO NO .
(r.o/L)
101 A L
CONC.
(KC/O)
I
OE1 hO
CCNC .
(fo/L)
Mi 31.
CONC .
(fG/L)
NO 3 N
CONC .
(f-G/L)
-------
SAS
5
1 t: 1 i> FMIAY, LECEKbEK 13, 19b5
HHAKCl cot! MY PAULDING SOIL WATEhSHLDS-M'NOFf
1 LOT = fcALth I N I b 01) Y E A 1> = b 1
L V£hT SAttFLL flCMh DAY TIKI INTlhVAl STAGE
« HH.r.lN. (ML) (IN.)
14
u
u
14
L,
i,
14
I4
k
u
u
u
u
u
u
<4
L
li
29
2^
29
2S-
JO
3 0
3 C
31
:
o.e
1.7
0.6
EVEM
SAKi LL
«
S11 ] M. M
COhC *
(r.G/L)
TOTAL F
CONC.
(KG /L)
ohii.o t
COhC .
IKC/L)
Mi 3 N
COhC .
(K G / L)
NO 3K
COKC.
(f.C/L)
-------
SAS I
If :1b FJtlDAY, DICEf. BLR 13, 19&
LlUlHCt CGLSTY KA0LL1NG SOIL k. ATL KSH L I S-hi NOFF
t i,D1 = bA LL'« i N (faOl ) Y L A P. = b 1
LVEN1 SAKKL tlOMK LAY TIKE IhTLIVAL STAGt
I Kli.r.lN. (f 11K«) (IN.)
I4
14
u
i.
Li
L
U
30
30
3 0
jO
30
30
30
L
I
1 730
1 830
1930
/t 30
21 30
2 2 30
2 330
30
1 30
2 30
330
U 3 0
b 3 0
0 30
7 3C
t- 30
5 30
1 C 30
1 1 30
1 2 3 v.
1 30
to
to
60
tl
to
I 0
tO
to
to
to
to
to
10
to
f.0
to
to
to
to
to
to
6
5
2
2
2
0,
C,
0,
0,
0,
0.2
0 . 2
0.2
0.7
0.7
0.9
0.9
1 . 0
1 .1
1 .1
1 . 0
1 .0
1 .0
0.9
0. b
0.5
I VENT SA* »U
t
iUTAL V
CCKL'. CONC.
(KG/L) (r. G/L)
CRT 1,0 V
C O1 i« c.
(r.G/L)
M. 3N N03N
COKC. COKC.
(Kli/L) (K G/L)
-------
SAS
7
1t:15 F h 1 T A Y , DECErEEh 13, 19b5
LEI1ANCE COLN'1 \ PAULDING SOIL WATEE ShEDS-hUNOFK
PLOT-bALLUlK (b01) YEAE=B1
EVENT SAM LI. MONTH DAK T1 r t INTERVAL STAGE
# Eh.MN. (?: IN.) (IN.)
1
9
9
9
9
9
9
v
o
10
10
1 0
1 0
1C
1 0
1 u
1C
1 0
10
10
1 0
230
1 7 00
16 0 0
1 9 00
<.'00 0
2100
2200
2 3 0 C
2^00
100
2CC
300
UOO
5GC
COO
70 0
bOO
900
1 COO
1 100
1 200
to
to
to
6 0
to
to
to
to
to
to
60
tc
to
to
to
to
to
to
to
to
to
o.u
1
1
1,
0 ,
0
0
0
0.1
0.1
0.1
0.1
0.1
0.6
0.6
o.e
0. b
0. b
0.9
1.1
1 .6
EVENT
SAM II
*
SLUMM
CONC .
(f:t/L)
TOTAL I
CONC .
(MO/L)
CRT HO ^
CONC.
(r.G/L)
NK3N
CONC .
(MG/L)
N03N
COhC.
(MG/L)
-------
SAi
t
11:1^ FF11AY, DtCEr.&th 13, 1 9Bi
LLFIANCk CGliMI PAl'LDlhG SOIL W A T IF Sh I LS - hi NO } i
M.01=bAlDKjN (601) JEAF=61
EVENT SAf.PLt KCMr. L< A Y T1KK INTLhVAL SlAGt
« Hn.r.lN. (r 1 N.) (IN.)
b
c
I
I
-J
t
t
u
r
i
L
I
(
I
C
1 0
1 0
1 0
1 u
1 u
1 0
1 t
1 C
1 0
1 0
1 0
1 c
1
1
1
1
1
1
1
1
1
1 300
1*4 0C
1 500
1 too
1 700
1 b 0 0
1900
200 0
*'100
2 200
2 300
2 <4 00
1 LO
200
30 0
400
500
t e o
700
too
900
t.c
to
6C
to
to
to
to
to
to
to
10
tc
to
bO
to
t 0
to
to
to
to
to
1 . 7
2.0
2.6
3 . fc
U
l*
U
3
3
3
3
b
L
k
U
U
3
3
3
3
3
0
2
2
6
b
U
<4
0
• 4.
b
,«
¦ 2
fc
,6
,U
2
0
IVLM
»A :*
f l. J
CO NO .
(i-.G/L)
TO'IAi,
COhC .
(hG/L)
Oh: 1 hO
C01.C .
(r.G/L)
I
Kh3f»
CONC .
(KG/L)
N03K
CONC .
(WG/L)
-------
5 A 5
9
U:lb F hi DA Y , DECEKfclR 13, 19bb
DLFlAhCt COUNTY PAULDING SOIL W A TL F SH L LS - hUN OF F
KLOT=LALLWJN <601) YEAh=b1
EVENT SAKILt fiOMIi LAY TIKI IhTtfcVAL STAGL
* Kk.KIN. (KIN.) (IK.)
(
r
c
b
c
1 000
1 1 00
1 200
1 3 C 0
1 14 00
1 bOO
1 bOC
1 7 CO
1 600
1 900
2 COO
00
22 CO
2 30C
2U10
100
2 OC
3 00
*4 CO
500
600
to
60
60
60
60
to
tc
to
to
to
tc
to
to
6 0
to
to
to
to
to
to
60
2.9
2.8
2.6
2 . b
2. <4
2 . 2
2.1
2.0
1 .6
1 . 7
i 6
. b
, U
1 . 3
1 .2
1 . 4.
1 . 1
1 . 1
c
9-
9
EVENT
SAKtLi
t
SfcLir.tM
C C N C .
(M:. / L)
TOTAL P
CONC .
(tv.G/ L) •
OFTFC K
C G N 0 .
(f;G/L)
I h 3 N
CONC .
(KG/L)
NO 3N
CONC.
(KG/L)
-------
SAS
1
16:1b FRIDAY, DECEfBEh 13, 19^
LlHANCL CCUMI ['AULUING SOIL k ATl hSh E OS - H UN 0 Kf
I LCI =hALL.Wl N 11 0 1) Y E A E = b 1
E V EM SAKlli. f!OMI; DAY T I l"i t ISTthVU STAGE
» Hn.r.IN. (K1K.) (1N-)
EVENT
SAM U
»
SIM r r
C 0 N L .
(f.G/L)
1 ^
1 2
1 U
1 M
1 U
1 U
1 «4
1 k
1 «
1 4«
1 U
1 U
1 M
1 44
1 4,
I ii
II
1 L
1 L
1b
1b
700
t'00
1 1 00
1 200
1 300
14 00
1 bOC
1 01 0
1 700
1 6 0 0
1 900
2000
2100
2 2 0 0
2 300
2^00
1 00
2 0 U
301
4,00
bOO
10TAL i
C 0 N L" .
(f'.G/L)
60
to
00
0 0
0 0
00
bO
to
6 0
cc
60
to
to
to
to
to
to
to
t 0
to
to
ORTK'U
CO.SO .
(f.G/L)
0 . b
0.7
1 .2
3.0
44 .41
b.O
b.4
b.3
b. 2
b.2
«4 . B
44 . 6
»4 . 2
S . 0
3.7
3 . U
3 • *
3 •
44.0
44 . 7
n.7
N H 3 i.
CCNC.
(K G / L)
KC;3N
CC'KC .
(rc/L)
-------
5AS 11
1t:1b KM DA Y, DLCEKbEH 13, 198b
DLM;.NCl LOIMY I'AI LI11 f« G SC1L WATEfcShfcLS-RUNOFJ
I LOl =HALUWIh (60 1) Y t A K = 61
LVLNT iiAfJLt. rXMH DAY' Tir.t 1NTLKVAL STAGK
HH.H1K. (hi K •) (IN.)
b 1b 6 CO 60 *4.7
b lb 700 tO U.t
b 1b bCO tO 4.14
b 1 b 900 CO U.2
b 1i 1000 to U.O
b lb 1100 60 3.8
b lb 12(0 to 3.6
b lb 1300 tO 3.U
b 1b 1U00 tC 3.2
b lb IbOU 60 3.1
b 1b 1600 bO 2.9
b lb 17C0 tO 2.1
b 1b 1 t>0 0 tO 2.6
b 1b 1S00 tO 2.U
b lb 2000 60 2.3
1b 2100 tt 2.2
b lb 2 200 to 2.1
b 1b 2 300 tC 2.0
£ 15 2H00 tO 1.9
b It 100 to 1.b
b 10 200 60 1.7
tVLM SAHLL Slilf.LM TOIAL ( OK1KO I
ft L'GhC . C Q!«C . CO hi C •
(fiG/L) (Fiv/L) (r.G/L)
hH3N NC 3 N
CONC. CCKC.
ino/i) (r g/l)
-------
S A S
1
U:lb FLILAY, DLCLKBEh 13, 196
DtHANCl COOUY iALLYING SOIL W ATE KSHi t S-hl'NOF*
1 LOi=bALlWIh (601) Y L A J. = b 1
EVENT SAM it MCMI. LAY TIM ISTlhVAl STAGE
« hh.MN. (MS.) (IN.)
t
i
t
I
t
I
t
t
1 t
1 t
1 0
1 t
1 L
1 L
1 I
1 t
1 t
1 t
1 t
1 t
1 t
C
_/
5
30 0
400
*>0l
coo
700
100
9 0 0
1 00 0
1 1 00
1 200
1 300
1 HOC'
1 b o 0
1 0 0 0
1 700
1 too
1 9 i 0
2 00 0
/I 00
220i'
2 3 0 0
to
tC
to
to
to
to
to
to
to
to
60
to
to
to
tc
to
to
L 0
to
t 0
to
1 .b
1 .b
1 .k
1 .14
1 .3
1 • 3
1 .2
1 .2
1 .1
1 .0
0.9
(! .fc
0. t
3.2
3.2
2 . c
^ . t
U . L
u . 4
3 . c
3. fc
EVENT
SAr.rit
t
si. ;;¦] f.tM
COM .
(r.i;/i)
101 AL
CO NO .
(r.G/L)
oh: i:g
OOl.C .
(flG/L)
I
N H 31.
COKC.
(r.G/i)
K03K
COhC.
(KG/L)
-------
SAS
1 3
U:1t fFHAY, DECLKbth 13, 19b5
TiFlAhCl. COIMV l'AOLLISL SOIL k A T £ h 5 H t LS-hL'KOFf
I 101= b ALL U It* (601) V E A h = b 1
LVtM SAhFLh C.CN 11, LAY TIKI 1 f; T L K V A L SI AG t
ft Ha.MN. (fill*.) (IN.)
t
t
t
L
L
t
t
I
t
L
t
c
L
I
t
I
I
(
t
t
I
b
0
t
1
t
0
0
t
I.
t
0
L
t
b
c
t
L
#
t-
I.
2U00
1 00
200
300
uoo
b 00
00 0
7 00
000
9 00
1 000
1 1 00
1 20a,
1 3 00
1 UOO
1 MO
1 000
1 7 00
1 600
1 9 0t
2000
00
to
to
to
to
to
to
to
f.O
to
to
t 0
10
10
to
t u
t 0
00
to
to
t 0
3.6
3.0
3.C
3.3
3.2
3.0
2. fc
2 . t
2.1
2.b
2 .u
2.3
i. • dr
d. • C
1 .h
1 .t
1 .14
1 .2
1 .0
0.7
0 .
LVLM
sac. t l:
t
SUIf.h f- j
COM .
(r.G/i.)
J 0 i A L
CON C .
(r; g / L)
0 K T H 0
COKC .
(C-G/l)
cor.c.
(BC/L)
N03N
COKC .
(P.C/L)
-------
SAS
1'
16:15 FRIDAY, DfcCEHBER 13, 196
DLMAKCE COUNTY PAULDING SOIL WATEhShEDS-RUNOFF
PLOT -bALD WIN (601) YEAfc=61
EVENT SAMPLE BOKTH DAY TIKE INTERVAL STAGL
« HK.KIN. (KIN.) i 1K.)
6
6
6
t
6
1C
10
10
10
10
10
10
10
10
1 0
10
10
10
10
10
10
25
25
25
25
25
22
22
22
22
22
22
22
2*
22
22
22
22
22
22
2 3
23
100
200
300
1400
500
1 100
1 200
1 300
1 1400
1500
1 600
17C0
1 600
1 900
2000
2100
2200
2300
2 U 00
100
200
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
e.o
13.0
16.6
16.8
3.6
0.3
1 .1
3.0
U .0
~.6
6 .0
~.6
6 .b
6.7
6.14
6.0
5.14
U.fc
U .14
4.0
3.6
EVENT
SAtttLt
I
SEDIREM
COKC .
(K G/L)
TOTAL P
CONC.
(KG/L)
OHTKO P
COKC.
(KG/L)
KH3N
COKC.
(KG/L)
N03N
CONC.
(K G/L)
-------
SAS
15
16:15 FfcltAY, DECEHEEE 13, 1985
DEFIANCE COUNT* PAULDING SOIL fcATEKSHELS-RUNOFF
I'LOI =b ALLW1N (601) Y EAh, = B1
EVENT
iAKPLE
MOM K
DAY
Tir.E
HK.HIfc.
INTERVAL
(ill K .)
STAGE
(IN.)
EVENT
SAf.FLE
*
1C
1 0
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
SEHP.EM
CONC.
(f.G/L)
23
23
23
23
23
2 3
23
23
23
23
23
23
23
23
23
23
23
23
27
27
27
300
UOO
500
COO
700
eoo
900
1000
1100
1 200
1 300
moo
1 500
1600
1700
1 bOO
1900
2000
700
800
900
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
6 0
60
3.«
3.1
2.8
2.6
2.5
2.3
2.2
2.0
2.0
1.9
1.6
1.6
0.7
0.6
0.5
0.(4
0.2
0.2
1
2.0
2.2
TOTAL P
CONC.
(KG/L)
OfcThG I
CONC.
(KG/L)
KH3t<
CONC.
(KG/L)
N03K
CONC.
(KG/L)
-------
SAS
It
16:15 FRIDAY, DECEMBER 13, 1985
DEI 1ANCL COUNTY PAULDING SOIL WATLRSHELS-RUNOFF
jLOT=bALLWIN (801) YEAR=81
EVENT SAMFLl MONTli DAY TIME INTERVAL STAGE
* HK.MN. (BIN.) (IN*)
10
1C
10
10
10
10
10
10
10
10
1C
10
10
1 0
10
10
10
10
10
10
10
27
27
27
27
27
27
27
2 7
27
27
27
27
27
27
27
26
2b
2b
2b
2b
2t
1000
1100
1 200
1 300
1400
1 500
1600
1 700
1800
1.900
2000
2100
2200
2300
2400
100
200
300
400
500
600
60
60
60
60
60
60
60
60
60
to
60
60
60
60
60
60
60
to
60
60
60
2.3
2.3
2.3
2.3
2.6
3.4
5.4
7.0
7.2
6.6
6.2
5.6
5.0
<4.4
4.0
3.4
3.0
2.6
2.2
2.0
1 .9
EVENT
SAM'lL
*
stnr.LNT
CONC .
(KG/L)
TOTAL P
CONC.
(KG/L)
ORTKO r
CONC .
(MG/L)
NH3N
CONC.
(KG/L)
N03N
CONC.
(KG/L)
-------
SAS
17
16:15 FRIDAY, DECEMBER 13, 1905
DEFIANCE COUKTY PAULDING SOIL KATE HSHEDS-JiUNOFF
Plt)T = bALDWlK (bOI ) ¥ EA J\ =61
EVENT SAttTLE ftCNTH DAY TlhE INTEKVAl STAGE
ft Hh.KlN. (KIN.) (IN.)
10
10
10
10
1 0
10
10
10
10
10
10
1
1
1
1
1
1
1
1
1
1
26
26
2b
2b
2b
2b
26
2b
2fc
26
26
2b
2 6
26
2L
2b
26
26
2b
26
2b
700
eoo
900
1000
1100
1200
1300
moo
1500
1 600
1700
1 200
13C0
1100
1 500
1600
1700
1600
1900
2000
2100
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
1.7
1 .U
1.2
1.0
0.9
o.e
0.8
0.6
0,
0,
0,
0
0.1
0.1
0.1
0.0
0.0
0.1
0.5
0.4
0.4
EVENT
SABi-LE
*
SEl/JfcEM
CONC.
(M G / L)
TOTAL P
CONC.
(ftG/L)
ORThO F
CONC.
(BG/L)
KH3N
CONC.
(KG/L)
N03N
CONC.
(HG/L)
-------
SAS
1'
16:15 FRIDAY , DECEMBER 13, 190:
DEFIANCE COUNTY PAULDING SOIL WATEfcSHEDS-RUNOFF
t LOT = bA LD WIN (fa01) YEAh=bl
EVENT SAKPLL WONTM DAY TIKE INTEKVjU STAGE
* HH.KIK. (KIN.) (IN.)
I 1
II
11
11
11
26
26
26
2 7
27
2200
2300
24 00
100
200
60
60
60
60
60
0.4
0.4
o.u
0.3
0.2
EVENT
SAMPLE
«
S E11K k K T
CO).C .
(M;/L)
TOTAL P
Co K C .
(KG/L)
ortko r
CONC.
(KG/L)
KH3N
CONC.
(KG/L)
NO 3N
CONC.
(KG/L)
P LOT = bA LL «IN (b01) YLAF-62
EVENT SAM Lt KCNTE DAY TIKE 1MERVAI. STAGE
t Hft.KIN. (Ml..) (IN.)
2
2
2
2
2
2
22
22
22
22
22
22
22
22
22
22
1 500
1600
1 700
1600
1 500
2000
21 00
2200
2300
2^00
60
60
60
60
60
60
60
60
60
60
12.a
12.B
12.6
12.2
12.0
11.6
10.6
y.o
13.6
14.2
EVENT
SAMPLE
*
SEDirENT
COl.C.
(KG/L)
TOTAL P
CONC.
-(KG/L)
OKTtiG P
CONC.
(KG/L)
NH3N
CONC.
(KG/L)
N03N
CONC.
(KG/L)
-------
SAS
19
U:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
JLOT = faALDWIK (ttO1) Y EA R =6 2
EVENT SAHI'LL KOKTK DAY TIKE INTERVAL STAGE
« H I\ • K1N« (MIK.) (IK.)
2
2
2
¦2
*.
2
2
2
2
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
100
200
300
<4 00
500
600
700
fcOO
900
1 000
1 100
1 200
1 300
1 UOO
1 500
1 bOO
1 700
i eoo
1 900
2000
2100
60
60
to
60
60
to
60
60
60
60
60
60
60
60
60
to
to
to
60
60
60
14.4
114 .6
14.0
15.2
15.6
it.a
17.2
17.6
17.0
15.8
15.0
14.0
10.8
11 .6
12.0
12.1
11 .8
11 .6
11.2
10. 4
9.0
EVENT SAHILE SELIKEKT TOTAL P ORTKC F KH3h N03N
ft CONC. CONC» CONC. CONC. CONC.
(&G/L) (KG/L) (KG/L) (KG/L) (HG/L)
-------
CAS
2C
U:1b F h 11 A Y, DLCEKBEK 13, 19b5
L'lUANCt COl'MY tAOLi.ll.G SOIL h A Tf. I-.S KIL 5 - h UNO F F
1 IXT = fc A LL W I S V b01 ) Y LA h =b 2
tVtM SAMLL K C.N'If; fcAY TIM lKILhVAL S1 A G L
» hh.MN. (Hlh.) (IN.)
J
3
j
j
2 J
2 3
2 j
<: u
1 t
1 t
1 t
1 t
1 t,
I I.
II
1 L
1 c
1 t
z200
2 300
2UC0
1 OC
too
700
too
SCO
1 coo
1 1 00
1 20 C
130 0
1^00
1 SCO
1 t 0 0
1 70 0
1 too
1 (J C 0
<>00 0
^10 0
2200
tO
to
to
to
tc
to
to
tc
to
to
to
to
tc
to
to
to
tc
L 0
to
t 0
tc
t .t
2.0
1 .2
0 .t
2.14
6.2
y .t
10.0
fr . o
6.6
5.ii
^ . t
M .2
U .b
t .2
!>. e
b . 0
U .0
3.2
2 . b
EVES T
SAM L5.
3
SL J
coi.c:.
(f L / L)
lUlkl
CL NC .
(f.G/L)
OV.I hO
CONC .
(f.O/L)
Nh 3N
CONC.
(r G/i)
NC 3 K
CCNC.
(KG/L)
-------
SAS
21
H:1S FhlLAY, DLCEKBhR 13, 19b5
I> L F1 A N C L COUMi i A b L C1 N G SOIL WATlhSHKDS-RUKOFF
H.uT = bALDWiN (001) Yfc,A1=fc2
KVtNl SAMiLI r.LMh LAY T1 f h J NT 1 fc V A1. STAGE
« liii.riN. (KIN.) (IN.)
3
3
j
4
3
3
3
3
3
3
j
3
3
3
3
3
1 t
1 0
1 7
1 7
1 7
1 7
1 7
1 7
1 i
U
1 9
1 9
1 »
1 V
1 j
1 <>
1 'j
1 '4
20
20
20
2300
2UCQ
100
:oo
30C
UtO
b( 0
too
1 bOO
111 0
1700
1 eoo
19 00
,.'00 0
21 00
2 2 0 C'
2 30 0
2MC0
100
200
300
to
60
0 0
to
to
to
to
00
00
to
Oti
10
0 0
Ob
0 0
to
00
to
to
00
Ou
2.0
1 .6
1 . 3
1 .0
O.V
0.7
O.'j
0 . u
1 . C
1 .b
1 .5
1 . 3
1 . b
1 .0
1 .9
1 .0
/ . 2
2 . b
3.7
3.0
3 . 5
LVENT
sa y.nt.
«
5i in £.m
CCl.C .
(r.G/L)
TOTAL
COf* c.
(.WL)
I
0 P7LC
coi.c.
(KG / L)
I
f. h 3 N
CO N C.
(KG/L)
NO 3K
CCl.C.
(r.G/L)
-------
SAS
22
16:15 FRIDAY, DECEKbER 13, 1985
DLHAKCl COUNT Y PAULMNG SOIL WATEF,SHEDS-RUNOFF
FL01=BALLW1K (bUl) 1EAR=62
EVEKT SAMPLE flGMh P A If TIKE JhTLftVAL STAGE
I HR.K3N. (niN.) (IN*)
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
20
20
2 C
20
20
20
20
20
20
20
20
20
20
20
20
20
2 0
20
2 0
20
25
<400
LOO
600
700
faOO
900
1 000
1 1C0
1 200
1 300
1*400
1 500
1 eoc
1 700
1 800
1 soo
2000
2100
2200
2300
1 500
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
3.2
2.9
3.2
3.0
2.7
2.U
2.2
2.2
1 .9
1 .4
1 .2
1 .0
0.9
0.8
0.8
0.7
0.6
0.5
0.5
O.U
0.3
EVENT
SAM LI
I
S L D1 T, t f. T
COKC.
(MG/L)
TOTAL P
CONC.
(KG/L) I
OF.T»iO P
CC1«C .
(KG/L)
KH3N
COKC.
(MG/L)
ti03N
COKC.
(KG/L)
-------
SAS
23
16:15 FF.1DAY, DECEMBER 13, 1985
LLFIAKCE COUNTY PAULDING SOIL WATEhSHEDS-fcUNOFF
PLOT-bALUWIN (bUI) YEAh=62
EVENT SAKFLE KONTii DAY TIKE INTERVAL STAGE
I Hh.ttlN. (KIN.) (IN*)
3
3
3
3
3
3
3
3
3
<4
u
k
u
14
u
1«
k
<*
<4
14
14
25
25
25
25
25
25
30
30
30
1
1
1
1
1
1
1 2
1 2
1 2
1 2
1 2
1 2
1 600
1 700
i eoo
1 900
2000
2100
2200
2300
2400
100
200
300
1400
500
600
930
1 030
1 1 30
1 230
1 330
1 «30
60
60
60
60
60
60
60
t-0
60
60
60
60
60
60
60
60
60
60
60
60
60
0.3
0.5
0.5
0.14
3.0
1 .8
5.0
14 .14
3.6
2.2
1 .6
1 .2
0.9
0.6
C.14
0.6
1 .6
U.2
6.8
6.0
5.14
EVENT
S A KI LE
I
SELIKLKT
COKC .
(KG/L)
TOTAL P
COKC .
(KG/L)
ORThO F
CCNC .
(KG/L)
NH3K
CONC.
(KG/L)
N03N
CONC.
(KG/L)
-------
SAS
2«
16:15 FhlLAY, DECEKBER 13, 1985
DtUAKCE COUNT Y PAULDING SOIL WATEF.SHEDS-KllNOFF
PiOT = iiA LDh IN (601) YEAfc = b2
EVENT SAMPLE MONTH DAY TIKE 1KTEKVAL STAGE
ft Hh.KlN. (KIN.) (IN*)
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
t
C
f.
27
27
26
it
2b
1 530
1630
1 730
1 630
1 930
2030
30
1 30
230
330
430
530
630
730
630
2200
2300
24C0
100
200
300
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
4.4
3.4
2.6
2.0
1 .4
0.4
3.6
7.0
6.6
5.4
4.2
2.6
1 .4
0.6
0.4
7.0
5.4
3.4
2.2
1 .4
0.9
EVEKT
SAMPLE
I
SEDIMENT
COKC.
(rt/L)
TOTAL P
CONC.
(KG/L)
OKTKG P
CONC.
(KG/L)
KH3K
CONC.
(KG/L)
N03N
CONC.
(BG/L)
-------
SAS
25
11:1 b FhlDAY , DECEKFEIt 13, 1985
DEFIANCE, COl h T Y PAULDING SOIL WATEF. SHEDS-Kl'NOFF
PLOT = bALUlN (B01) Y EAh =62
EVENT SAMPLE KOMH DAY TIKI INTERVAL STAGE
* Hk.riN. (KIN.) (IN.)
2
2
2
2
2
1
0
0
0
0
7
7
7
7
7
7
7
7
7
7
7
7
7
11
11
11
11
11
2b
26
26
3
3
3
3
3
3
3
3
3
3
3
3
3
2 3
23
23
23
23
<400
500
600
33C
430
530
630
730
830
930
I 030
II 30
1 230
1 330
1430
1 5 30
1 53 0
1 630
1 730
1 630
1 930
60
60
60
60
60
60
60
60
6 0
60
60
60
60
60
60
60
60
60
60
60
60
0.7
0.5
o.u
2.6
4.8
4.4
3.4
2.4
6.2
6.6
5.4
4.4
4.2
4.2
3.4
2.2
0.2
0.3
0.6
0.9
0.9
EVENT
SAMPLE
#
Slbl fit NT
CONC.
(KG/L)
TOTAL P
CONC.
(KG/LJ
OKTKO F
COKC.
(KG/L)
NH31.
CONC.
(MG/L)
NG3K
CONC.
(rtG/L)
2
2
2
2
2
1
0
0
0
0
S
20
094
00
16
-------
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
E
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
SAS
26
16:15 FRIDAY , DECEMBER 13, 1985
DEFIANCE COUKTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT =bA LDW1N (bOl) Y EAR = b2
SAKPLE ROMh DAY TIKE INTERVAL STAGE
t HK.MIK. (r IN.) (IK.)
0
0
0
0
0
0
c
0
c
t
0
c
c
t
2
0
o
0
0
0
0
23
2 3
2 3
23
24
24
2k
24
2k
24
24
24
24
24
24
2 b
2 fc
26
26
2b
2 b
2030
2130
2230
2 330
30
1 30
230
330
430
530
630
730
b3G
930
1 030
1 030
1 130
1 230
1 330
1 430
1 530
60
60
60
CO
6 0
bO
CO
CO
bO
6 0
60
to
60
60
60
60
60
60
60
60
60
0.7
0.6
0.6
0.5
0.4
0.4
0,
0
0,
0,
0,
0
0 ,
0,
0 ,
0 ,
1
2.0
2.2
2.6
3.0
sample
«
o
0
0
0
c
0
0
0
0
0
0
c
0
c
2
0
0
0
c
0
0
SLLlf.LM
COKC.
(HG/L)
200
TOTAL F
COKC.
(KG/L)
39
OhTHO I
COKC .
(f.G/L)
0,
396
hh3K
COKC.
(KG/L)
13
N03N
CONC.
(rG/L)
39
-------
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
LI
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
SAS
27
1l:1b FK1DAY, LKCEKBLh 13, 1985
DEFIANCE COUNTY PAULDING SOIL KATEPSHEDS-RUNOFF
H,CT = bALDWIN (601) YEAF.=62
SAMPLE MCKTK LAY TIKE INTEHVAL STAGE
« Hh.KIK. (KIN.) (IN.)
0
c
0
0
0
c
0
0
0
0
-------
5 AS
21
It : 1 ' JUIAY, DLCEKBLfi 13, 19fc!
LU'IANCl COIMY lAULDIf.G SOIL * A TL hSH h l/S - hUN GI F
J.'1_C1 = L>ALL|»IK (b C 1 ) YtA!.=t:
EVENT SAf-.tLL fi 01.1 J: DwY HfE lNTH.VAL SjAGL
1 h ii. M N . (MS.) (1 ?..)
3
3
3
4
u
4
4
4
4
a
4
4
u
4
4
4
k
4
4
4
0
c
1
o
0
C
0
1
0
c
0
0
0
0
1
0
0
0
0
1
(.¦
11
11
11
I 4.
1 2
1 <.
1 ^
1 A.
I ^
I £
1 „
I I.
1
1
1
1
1
1
1
1
1
29
29
29
3
3
3
3
3
A
4
4
4
4
4
u
4
4
4
4
4
1 330
1 4 30
1 L 3 0
1 t 30
1 9 30
2030
21 30
^230
2 3 3 0
30
1 30
2 30
3 3 0
4 30
5 3 0
0 3 0
7 30
fc 30
9 30
1 0 30
1130
6 0
0 0
t 0
to
00
6 0
to
60
to
to
to
to
t 0
tu
to
to
t 0
t 0
tC
to
<.c
0.3
C . 3
0.3
0.2
1 .2
4.0
6.4
t . 3
t. 0
7.6
7.6
0 . 0
t. 1
b . 2
4.3
1. b
2.7
*.1
1 .0
0.4
0.4
KVENT
SAM LI
i
Si L1MM
COf.C.
(IWL)
iuzki r
COHC .
(KC/L)
0}. 110
coi.c.
(f. C-/L)
I. H 3 N
CUNC .
(?, 0 / L)
NC3h
COKC.
(KG/L)
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
0
0
1
0
0
0
0
0
0
0
0
0
0
c
0
0'
0
0
0
1
0
3 90
1
tl
54
S 76
i Cfc4
10
66
-------
S AS
29
U:1l FF'JLAY, DtCtr.btf. 13, 196b
LU'IAKCL CCIMY I'AL'LUNC. SOIL * A T F.}-. S HI LS-fcl'NO} }
I lGT=bALL*Ih (fa01) Yl/.j. = fc>2
l.VtM bAf^Lr KCMl. LAY Tlf.t lNIfcfc\AL blAGL
# Hh.f.n, (r.i t«.) 11k .)
14
14
u
u
u
u
u
u
u
14
U
14
4
k
4
14
k
14
14
14
4
0
o
0
u
0
0
2
0
C
l<
t
0
o
c
c
o
0
0
C;
0
4
L>
4
14
14
i-i
t4
i*
4
1*
4
1 2 30
13 3 0
1 U3G
1 I 3 0
1 t 30
17 3 0
1 (¦ 3 0
19 3 0
2 G 3 C'
21 3C
2 2 3 0
* 3 3 (
3 0
1 3 0
2 3 0
33 0
lot-
L30
( 3 C
73l
t it
to
L0
to
(. 0
to
tO
60
tO
tO
to
to
to
to
t 0
to
to
t 0
(0
t c
to
to
0 .1
t. 1
I. 1
c
c
c
t,
0
0
1 .2
1. b
1.1
0 . 9
0 . t
0 . 7
0 .1
V • ^
t. 1
C . 1
0 . 1
C . 1
I VLM
U
14
<4
14
14
14
14
14
14
a
14
<4
14
14
14
a
14
14
14
14
5A f.i Li
ft
0
0
0
0
0'
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
bLLiMM
cct
-------
El
4
14
<4
4
4
4
4
4
0
0
0
0
0
0
0
0
0
0
0
0
t
4
u
4
4
4
4
4
4
4
0
0
0
0
0
0
0
0
0
0
0
0
5AS
30
16:15 FKIDAY, UECEKBER 13, 1985
DEFIANCE COUMJ PAULDING SOIL WATEKSHEDS-HUNOFF
pLOT = E A LDk' I K (801) YEAE = ti2
SAttFLL nOKTK LAY TIKE 1NTEKVAL STAGE
« HFi.KlK. (KIN.) (IN.)
0
C
0
0
0
0
0
0
0
0
c
0
G
c
0
0
0
G
G
0
c
12
12
12
12
12
12
1 2
1 2
12
12
12
12
1 2
12
12
1 2
1 2
1 2
12
12
12
5
5
5
5
5
5
5
15
15
15
15
15
15
15
15
15
15
15
15
930
1 030
1 1 30
1 230
1 330
1430
1 530
1 630
1 730
600
900
1 CC'O
1 1 00
1 2 00
1 300
1400
1 500
1 600
1 700
1 eoo
1 900
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
0.1
0.6
0.7
0.7
0.6
1 .0
0.9
0.5
0.3
0.9
1 .7
2.5
3.1
3.0
2.6
2.6
• 5
2.2
2.2
1 .7
1 .4
SAKtLE
*
SED I KENT
CONC .
(ft/L)
TOTAL P
CONC.
(KG/L)
ORTbO 1
CONC.
(KG/L)
NH3N
CONC.
(KG/L)
N03 N
CONC.
(KG/L)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-------
0
0
0
0
0
5
5
5
5
5
5
5
5
5
5
5
5
b
5
5
5
£1
0
0
0
0
0
5
5
5
5
5
5
5
S
5
5
5
5
5
5
5
SAS
31
16:15 FRIDAY, DECEMBER 13, 19b5
DEI 1ANCL COUNTY PAULDING SOIL WATEFiSH EDS-RUNOFF
PLOT = bALLWIN (601) Y E A F = b 2
SAttFLt MONTH DAY TIKE INTERVAL STAGE
* Hh.KlN. (r,IK.) (IN.)
0
0
G
G
0
G
0
G
0
0
0
0
G
G
G
0
G
G
0
0
c
12
12
1 2
12
12
12
12
11
12
12
12
12
12
12
12
12
12
12
12
12
12
1 b
1 5
1 b
1 b
1 b
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
2000
21 00
2200
2300
2400
200
300
400
5>00
600
700
too
900
1 000
1 1 00
1 200
1 300
1400
1 500
1 600
1 700
60
60
60
60
60
bO
60
CO
60
60
60
60
CO
60
CO
60
60
60
60
60
60
1.2
0.9
0.6
O.b
0.3
1 .0
1 .4
1 .3
1 .2
1 .0
0 .b
0.6
0.4
0.3
0.3
0.3
0.3
0.2
0.2
0.^
0.2
SAMPLE
*
SELir.LNT
CONC.
(KG/1)
TOTAL P
CONC.
(MG/L)
0 Ft T I! 0 r
CONC.
(KG/L)
K h 3 N
COKC.
(«G/L)
N 03 N
CONC .
(KG/L)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-------
£1
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
£
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
SAS
3;
16:15 FRIDAY , DECEMBER 13, 198!
DEFIANCE. COUNTY PAULDING SOIL WATE I, SHEDS-RUNOFF
F LOT =bA Ll/l. I N (801) Y EA R =8 2
SAMPLE BOklli DAY TIKE INTERVAL STAGE
« HR.HIN. (KIN.) (IN*)
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
12
12
12
12
12
12
12
12
12
12
12
12
12
1 2
12
12
12
12
12
12
12
24
24
24
24
24
2 4
24
21
2 5
25
25
25
2b
25
25
25
25
25
25
25
25
1 800
1900
2000
2100
2200
2300
24 00
100
200
300
U00
500
600
700
BOO
900
1 COO
1 1 00
1 200
1 300
1 400
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
6 0
60
60
0.2
0.2
0.2
0 .6
0.6
0.6
2.0
2.0
2.6
4.0
b. 4
1 2.0
10. t
7 . b
6 • 4
5.3
4.3
3.3
2.5
1 .S
1 .4
SAKPLE
*
SEDIMENT
CONC.
(KG/L)
TOTAL P
CONC.
(ttG/L)
ORTKO P
CONC.
(WG/L)
KM 31.
CON' C.
(MG/L)
N03N
CONC.
(KG/L)
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
3234
.63
,016
13
,66
-------
5
5
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
Ei
5
5
5
5
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
SAS
33
U:15 FfcirAY, DECEKBEfc 13, 1985
DEFIANCE COUNTY PAULDING SOIL li ATE F. SHEDS- RUNOFF
PLOT = fc ALDWIN (601) Y E A K = 8 2
SAKPLE MOMh DAY TIKI INTERVAL STAGE
• HK.KIN. (WIN.) (IN.)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
1
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
2b
25
25
25
26
26
26
26
26
26
26
26
26
26
26
26
2b
26
26
26
1 500
1600
1700
i eoc
1 000
1100
1 20C
1 300
1400
1 500
1600
1 700
ieco
1 900
2000
2100
2200
2 300
2400
100
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
fcO
60
60
60
1 .0
0.6
0.5
C .3
0.5
1 .1
2.4
U.O
3.9
3.6
2.9
2.5
2.0
1.5
1 .4
1 .1
1 .0
o.e
0.5
0.3
SAPSFLE
«
SEDIKENT
CONC •
(KG/L)
TOTAL V
CGNC.
(KG/L)
O&TKO
CONC.
(J1G/L)
KH3N
CONC.
(MG/L)
NG3K
CONC.
(hg/l)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
1
476
56
064
39
-------
6
b
B
6
6
6
6
8
6
e
e
e
8
e
B
6
e
fa
b
6
8
L
8
e
8
6
8
8
8
6
8
8
8
6
8
b
8
8
6
8
8
e
8
SAS
16:15 FhlDAY, DECEKEER 13,
DEFIANCE COUNTY PAULDING SOIL WATEFi5HEDS-KUNOFF
[< LOT = B A L t k 1 h (801} YE/}-. = 63
SAKFLE
MONT h
DAY
TIKE
KR .HIK .
INTERVAL
(MIK .)
STAGE
(IN.)
0
1
4
5
I
7
t
9
10
11
1 2
1 3
1 U
1 5
G
G
0
0
30
SAf.FLL
*
0
1
2
3
4
5
6
7
8
9
10
11
1 2
13
14
1 5
0
G
0
G
3G
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
SEDIMENT
CONC.
(MG/L)
642
b 34
fcOU
940
291 b
4 594
2442
2060
7b
61 2
460
63b
564
35b
42fc
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
730
600
630
900
930
1 0G0
1030
1 100
1 1 30
1 200
1 230
1 30G
1 330
1 400
1430
1 5 00
1 530
1 too
1 630
1 700
1 730
TOTAL P
CONC •
(KG/L)
1 .200
1 .290
1 .760
1 .171
3.200
5.173
3.000
2.733
0.220
1 .025
0.610
0.927
1 .000
•
U.560
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
ORTI'.O F
CONC.
(KG/L)
0.032
0.03b
0.044
0.039
0.G28
0.029
0.016
0.029
O.COb
0.020
0.049
0.020
0.C10
0.029
0.029
0.4
1 .7
3 . b
4.9
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5. C
5.0
9.4
12.7
13.7
14.1
14.o
15.2
16.2
1 7.2
KH 3 N
CONC .
(KG/L)
0.140
0.110
.
0.091
0.070
o.ooo
0.250
0.000
0.420
0.127
0.000
0.000
0.163
0.000
0.000
MG3N
CONC.
(KG/L)
2.00
1 .47
2.14
2.85
1 .33
4.63
2.38
«W10
1 .89
3.87
3.59
3.38
3.79
3.32
3.83
-------
L
8
6
e
6
6
6
6
8
8
6
a
B
8
8
6
8
6
6
e
8
e
£
8
8
8
8
8
e
8
8
8
8
8
8
8
8
8
6
8
6
8
6
8
SAS
35
U:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUNT* PAULDING SOIL WATERSHEDS-RUNOFF
j LOT = BALLK IN (b U 1) X EA I. = 8 3
SAMPLE HONTh DAY TIKE INTERVAL STAGL
* HK.NN. (KIN.) (IN.)
0
0
C
0
G
33
34
3 b
36
37
3e
39
4 0
41
42
43
44
4b
41
47
4 b
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
27
27
27
27
27
27
27
27
27
27
27
27
27
2b
2b
2fc
2b
2fc
26
lis
26
i eoo
1 830
1 900
1 930
2 000
2 030
2100
2130
2200
2230
2300
2330
2400
30
100
130
200
230
300
330
400
30
30
3 0
30
30
30
30
30
30
30
30
30
3 0
3 0
30
30
30
30
30
30
30
17.0
16.8
16 .4
1b.4
1 b .0
13.B
13.1
10.0
9.2
6.6
b .2
7.b
7.2
6.0
5.6
b.4
b.O
4.6
4 .4
4.4
4.2
SAKFLE
I
0
0
0
0
0
33
34
3'5
36
37
38
39
40
<41
a;
^3
44
45
46
47
46
SEL'IKLM
CONC.
(KG/L)
TOIAL r
CONC.
(MG/L)
GRTKO P
CONC.
(MG/L)
KH3N K03N
CONC. CONC.
(KG/L) (ftG/L)
592
2bfc
900
73fc
69*:
2544
2026
152 7
1271
1010
1 020
94 0
605
622
506
624
0.83
0.39
1 .34
•
1.51
2.6b
•
1 .61
1.17
•
1 .03
C. 73
0.036
0.020
0.039
0.156
0.049
0.137
0.029
0.020
0.010
0.010
•
0.010
0.029
0.010
0.000
0.000
0.070
0.000
0.000
1.460
0.022
0.011
0.000
0.000
G.000
o.occ
0.000
o.ooe
0.019
0.030
2.80
a.13
4.21
4.90
4.50
3.67
3.39
3.39
2.02
3.65
•
2.93
1 .52
3.62
•
2.35
-------
S A L>
J
1 t : 1 L> FhlDAY, DLCLrfcLR 13, 198:
LLHANCl COD MY i-'AULDING bCIL k A T L h Sh L 15 - fi U N 0 T J
ILOT = bALDWIK (bCI) 11A I = fc 3
LVEM
SAf.l LE
«
r,oi,i t,
LAY
Tin.
h J.. r, i n .
1M thVAl
(Klh.)
SI AGL
(IN.)
e
b
o
fc
6
fc
b
b
fc
fc
fc
fc
b
fc
b
b
fc
fc
c
fc
fc
bC
bl
b.
b3
b 7
0
0
61
t.
6 3
1
L
0
6!>
C
c
7.
J
¦3
J
3
o
*<
/. c
21
21
2t
2fc
2 b
it
21
4. L-
i. C
it-
lit
?t
2 6
21-
it
^ c
i C-
it
i c
4 30
LOO
L 30
6 CO
6 30
700
730
fc 0 0
(30
900
930
1 COO
1 0 30
1 1 00
1 1 30
1 2 (; u
1 i 3 0
1 3 00
1 3 3 C
1 COO
1H 3l>
30
30
3 0
3 0
3 0
30
30
3 0
30
3 0
30
3(
3 0
30
30
30
3 0
30
3 0
30
30
a .o
3.8
3.7
J • 6
3 . 4
0 . 4
3.3
j . 3
3.2
j . 2
2 . b
2 . b
2.7
1 . 7
2.6
2.6
* . 4
2 . u
i .5
LVEM
6
6
b
6
b
e
8
B
ti
e
6
t
fc
6
fc
fc
fc
fc
fc
fc
fc
SAr.l Lh
I
49
bO
bl
b 2
« 3
54
b5
bfc
b7
0
0
t1
t>2
fc 3
0
G
C
fci
0
0
72
3 k 11 r. t. u
coi.c.
(CG/1.)
712
bl J.
bit
bit
bOO
43b
bi 3
442
4 6b
4 6b
364
'i 01 A ^ t
CONC .
( f: G / L )
0 . fc b 0
0 • 71; 0
«
0 * b 1 0
0 . b b 0
m
O.bbO
0.490
0.490
VI
I f
OKI KG F
CO»«c •
(ti/I)
0 .Ci'O
0 . 01 0
0 .000
c .cco
0 .t b9
0.020
0 .COO
0 .066
0.010
0 .COO
0 . C 1 0
0 .C20
0 . C 1 0
C.029
h h 3 i«
CONC .
(r.G/l)
0.023
0 . 000
0.042
0.0 b7
O.Obj
0.1 64
0.1 54
0.1 59
0.023
0. 000
0.000
0.000
C.OOC
0. 000
N03N
CCNC .
(r.G/L)
3,
3 ,
3.
3
1
1
43
b3
72
fc 7
79
61
1 .26
3.37
2.70
1 .91
3.64
4.03
4.02
3 . bO
-------
b
6
6
6
9
9
9
5
9
9
9
9
9
9
9
9
9
o
9
9
9
E
e
6
6
b
9
9
9
9
9
9
9
9
9
9
9
9
9
9
S
9
9
5 AS
37
16:15 f h11 A Y , DiCEfifcEh 13, 1985
t'UlANCt CO IM Y i'AULLlNG SOIL W A T L h 5K L I) S - F L N Of F
t 101 = h A LL «i 1N ( bC 1) Y E A }> = b 3
SAM LI KOMI: I AY TIKE INTERVAL STAGE
* hft.r. in. (mn.) (i h.)
73
7C
0
0
1
4
J
C
c
7
{
I 0
II
1 *
1 j
1c
I [
II
1 7
j
3
3
j
C
C
C
C
C
c
c
I,
c
c
C
C
C
C
C
4
C
2fc
2t
21
2 t-
1 50C
153 0
1 feOO
1 C 3 0
1 1 DC
1130
1 20 C
1 230
1 300
1 330
1 COO
1 C 3 0
1 LOO
1 5 30
1tC0
1 t 30
17 0 0
17 30
1 600
16 3 0
1 900
30
3 0
3 0
3U
30
3 0
30
30
30
30
30
3 0
30
30
30
30
3 C
30
30
30
30
2*H
2.3
2.2
1 .t
0.7
1 .C
2 .C
3.2
3.6
y. 1
U.I
c .u
5 .0
U .6
C . 6
C .C
3 . b
3.2
2.7
2.2
1 .7
sAi-.rif
«
7j
7*.
11.:
SHlf
COI.L .
(KL/L)
31 7
CI c
TUT A L
CGNC .
(f.G/L)
CHThO f
CO NO.
(r G/L)
0 . C10
0 . 0 C *
N h 3 !*
CGNC .
(KG/1.)
0.000
c .coo
N 0 3 N
CONC.
(KG/L)
U.22
C.60
t
7
t
L
I 0
II
1;
l j
u
1 I
u
17
2 39fc
2 3 0 0
3 3 5 2
It 90
10 7 2
•
C 2 7 3
2090
51 3 L
7 330
1 7 LU
t jlC-
1 tl c
1 55C
1 C 3 0
1 37
1 3 0v
4 .090
3.700
<4 .9 50
10.C00
20.700
2.590
1 2.250
7.030
3.3^0
^ . 7 b 2
2.420
1 .006
2.1 70
1 .513
2.000
0.G2C
0.016
0.010
0.C29
0.036
0.0 59
0 .029
0.000
0.016
0.000
0.012
0.000
0.000
G.C-00
c.ooc
0.000
0.00c
0.210
C . 11 0
C.110
0.000
0.210
0.000
c .coo
C .000
C .21 0
0. OU 2
0.250
C . COG
0 .070
C .000
C .11 c
0.(00
1 .75
1 .m
1. b2
2 .b3
1 .bb
5.05
3.3U
3.2b
1.75
3.99
2.21
3.ue
2.10
3.56
1 .33
3.98
2.17
-------
9
9
9
9
9
9
9
9
9
9
10
10
1 0
10
10
10
10
10
10
10
10
VE
9
9
9
9
9
9
9
9
9
9
10
10
10
10
10
10
10
10
10
10
10
SAS
t
16:15 FRIDAY, DECEBBER 13, 1 9f
DLHANCL COUNTS PAULDING SOIL W AT EkSh E LS-RUNOFF
I LOT = liALD*IN (bOI) 1 E A f. = 6 3
SARPLt MONTI; DAY TIKE INTERVAL STAGE
I hn.riN. (M1N.) (IN.)
1 t
19
20
21
0
0
0
0
c
0
1
0
0
0
0
0
0
0
c
c
0
u
14
u
14
u
u
b
I*
u
14
u
a
it
u
k
u
u
14
u
u
u
i-
2
2
2
2
t
2
7
7
7
7
7
7
7
7
7
7
7
1 930
2000
2030
2100
2130
2200
2230
2300
2330
2U00
300
UOO
500
600
700
eoo
900
1 000
1 100
1 200
1 300
30
30
30
30
30
30
30
30
30
30
60
60
60
60
60
60
60
CO
60
60
60
1.3
1 .0
0.0
0.7
0.<4
0.3
0.3
0.3
0,
0,
0,
1 ,
0.
0,
0,
0,
0,
0 ,
0,
0,
0,
SArtLL
«
1b
19
20
21
0
0
0
0
0
0
1
0
0
G
0
0
0
0
0
G
0
si bir LM
CONC.
(KG/L)
1276
11 62
11614
1506
266
TOTAL F
CONC.
(KG/L)
14614
9tt0
366
5140
390
UhTJ 0 F
CONC .
(KG/L)
029
0014
000
012
0214
NH3N
CONC.
(ttG/L)
000
0140
019
160
N03N
CONC.
(ttG/L)
2
U
2
t*7
59
26
63
33
-------
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1 2
1 2
1 2
1 2
1 2
VE
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1 2
12
1 2
12
1 2
SAS
39
16:15 FRIDAY , DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATEfiSHEDS-M'NOFF
PLOT =bALDWIN (801) YEAF.-63
SAMPLE MOKTh DAY. TIKE INTERVAL STAGE
* Hit.KIN. (KIN.) (IN.)
0
0
0
c
1
0
0
c
c
0
0
0
0
0
0
0
0
1
c
0
c
14
u
14
4
<4
14
K
U
<4
14
U
14
14
14
14
14
K
U
14
U
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
10
10
10
10
10
900
1000
1100
1200
1 300
11400
1500
1 600
1700
1800
1900
2000
2100
2200
2300
2UOO
1 500
1 600
1 700
1 800
1900
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
6C
0.6
0.7
0
0.3
0.2
3.0
H.O
3.3
2.6
2.0
1,
1 ,
0,
0.
0,
0,
1,
1
3,
3.0
2.U
SAFFLE
*
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
SELIt.LNI
CONC.
(fcG/L)
1116
13H14
TOTAL F
CONC.
(MG/L)
39
6M
ORTKO F
CONC.
(KG/L)
008
0 32
NH3K
CONC.
(KG/L)
25
N03N
CONC.
(MG/L)
07
32
-------
12
1 2
1 2
1 2
12
13
13
1 3
13
13
1 3
1 3
13
1 3
13
1 3
13
13
13
13
13
VEi
1 2
12
12
1 2
1 2
1 3
13
1 3
13
13
13
13
1 3
13
13
1 3
13
13
13
13
1 3
SAS
«(
16:15 FKIDAY , DECEBBER 13, 19®!
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT=bALDWIN (bOI) Y EA K = b 3
SAHFLL ttONTh DAY TIME INTERVAL STAGE
k HK.r.lN. (KIN.) (IN.)
0
0
0
0
0
0
0
G
0
0
0
0
C
0
0
0
0
c
0
c
0
u
u
t*
u
u
a
u
ti
u
u
u
u
u
u
n
u
h
k
u
u
10
1 c
10
10
1 0
13
13
1 3
1 3
13
1 3
1 3
1 3
13
1 3
13
1 3
13
1 3
13
1 3
2000
2100
2200
2300
2U00
500
600
700
600
900
1000
1100
1 200
1300
1100
1 500
1600
1 7C0
i eoo
1900
2000
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
6 0
60
60
60
2.0
1.2
0.9
C.6
0 .M
6.2
O.U
1 .8
2.7
2.a
2.2
1.8
1 .2
0.6
0.3
0.3
0.3
0.2
0.2
0.2
2.a
SAMPLE
I
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
c
0
0
0
SEDIMENT
CONC.
(MG/L)
TOTAL P
CONC.
(KG/L)
ORTKO F
CONC.
(HG/L)
KK3N
CONC.
(KG/L)
N03N
CONC.
(MC/L)
-------
EVE
13
13
13
13
13
13
1 3
13
13
13
1 3
13
1 3
13
13
1 3
13
1 3
13
13
1 3
EVE
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
1 3
13
13
13
13
13
SAS
41
16:15 FhlLAY, LECEKBER 13, 1965
DEFIANCE COUNT) PAULDING SOIL hATERSHEDS-RUNOFF
H.OT = BALDWIN (601) YEA F. =63
SAKFLl HONTh DAY 1IRE INTERVAL STAGE
* Hh.KIN. (KIN.) (IN*)
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
2
0
0
0
0
4
4
14
4
4
4
4
u
4
4
4
14
(4
u
4
4
<4
4
4
4
14
1 3
1 3
1 3
1 3
14
1 4
114
114
14
1H
114
1 4
I 4
14
II
14
14
14
14
14
14
2100
2200
2300
2400
100
200
300
4C0
500
too
700
800
soo
1000
1100
1 200
1 300
14 00
1500
1 600
1700
60
60
60
60
60
6 0
60
60
60
60
60
60
60
60
60
6 0
60
60
60
60
60
4.2
5.0
5.0
4.6
4.6
3.6
3.6
4.1
3.6
3.1
2.4
1 .9
1.6
4.6
5.6
4.6
4.4
3.2
2.4
1 .8
1.2
SAMPLE
*
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
2
0
0
0
0
SEMKEfcT
CONC.
(KG/L)
1222
97b
TOTAL P
CONC.
(KG/L)
61
20
ORlhO P
CONC.
(KG/L)
016
012
NK3N
CONC.
(MG/L)
14
26
N03N
CONC.
(KG/L)
597
-------
SAS
«
16:15 FMDAY, DECEMBER 13, 190
DEFIANCE COUNTY PAULDING SOIL WATEKSHEDS-ftUNOFF
PLOT-BALDWIN (tiOV) Y EAK = B 3
EVENT SAMFLE MONTH DAY TIME INTERVAL STAGE
« HK.K1N. (MIN.) (IN.)
13
I 3
13
II
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
0
0
0
0
0
0
0
0
0
0
0
0
G
0
0
0
0
c
0
c
0
14
4
<4
4
u
<4
4
u
u
a
4
4
4
U
4
4
14
14
e.
K
14
14
14
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
1
1
1
1 BOO
1900
2 COO
1000
1100
1 200
1 300
1400
1 bOO
1 600
1 700
1 600
1 900
2000
2100
2200
2300
2400
100
200
300
60
60
60
60
60
60
60
60
60
60
60
60
60
60
CO
60
60
60
60
60
60
0.6
0.4
0.3
3.2
4.6
6.2
9.6
7.6
5.6
4.2
2.6
2.0
1 .4
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
EVENT
SAMPLE
«
SELIKENT
COhC.
(KG/L)
TOTAL F
CONC.
(KG/L)
ORTHO
CONC.
(MG/L)
NK3N
CONC.
(KG/L)
N03N
CONC.
(KG/L)
13
13
13
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
n
14
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-------
SAS
43
1 f : 1 5 FRIDAY, DECEMBER 13, 1965
DEFIANCE COITMJ PAULDING SOIL WATEESHEDS-hUNOFF
PLOT = BALDWIN (601) *EAF. = 63
EVENT SARPLE PIOKTh DAY TIRE INTERVAL STAGE
« HR.KIN. (RIN.) (IN.)
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
0
0
0
0
0
0
0
0
0
0
0
c
0
G
0
c
0
0
0
0
0
c
-J
5
b
b
b
b
400
500
€00
700
600
900
1000
1100
1 200
1300
1400
1 500
1600
1 700
1800
1900
2000
2100
2200
2300
2400
60
60
60
60
60
60
60
60
60
60
60
6 C
60
60
60
60
60
60
60
60
60
0.9
0.9
0.9
0.9
0.9
0.9
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
1 .0
7.4
14.4
14.6
14.6
11 .4
11 .2
EVENT
SAMP LK
I
SEDIRENT
CONC .
(KG/L)
TOTAL F
CONC.
(MG/L)
ORIfiO I
CONC.
(KG/L)
NH3K
CONC.
(KG/L)
N03N
CONC.
(HG/L)
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
0
0
0
c
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-------
14
1 u
1 £4
1 4
1*4
14
14
1 4
1 4
14
14
14
14
1 4
1 b
1 b
1 b
1 b
1 5
1 b
Vt
14
1 4
1 4
1 4
1 4
1 4
14
14
14
1 4
1 4
14
14
14
14
1 5
1 S
1 b
1 b
1 b
1 b
A ?
M
If :1b Mil AY, OtCEf.Bf.h 13, 1 9«!
DLHAI.Ct L U U M Y tAOLOINO SOIL l» A T i 1. bh L L 5 - fc U h 0 V }
} LCT-bALOhlN (601) Y t A h -1 3
SAftl L r fICMI; CAY T 1 r. t 11.1 I h V A 1 S1AGL
» K i. . CI N t (Ml..) (IN.)
0
0
0
0
G
0
0
u
0
1
L'
0
0
0
1
0
c
_)
t
1 GO
2 00
3 CO
4 OC
bGG
tOO
7 0 0
Kl
'-GO
1 OC 0
1 1GG
1 2 00
13 0 0
1 4 00
1 100
11(0
12(0
1 30 0
14 0 0
1 bOO
H CO
t-0
to
to
to
to
to
to
to
to
t 0
to
a
L l-
to
tc
to
u
t 0
to
to
to
14.2
12.0
1 0 .1
7 . 4
t . 0
4 . t
3 . 2
i . L!
1 .0
1 ,C
0 .7
0 . u
0 . t
1 .0
0.4
0 . t
0 . S
0 . ¦*
1 . 0
0 .<*
0.0
- a r. l l h
SKiirit.
CCNC .
(r./L)
1 o T A L I
C 01, c.
(G / L)
L r. 1 I 0 Y
CON C .
(KG/L)
N H 3 N
c o r: c .
(r.c/L)
K03K
COKC.
(r.c/L)
0
o
0
0
0
o
0
0
0
0
c
0
0
1
I'
.too
310
0 39
004
420
3 0c
010
000
412
-------
15
16
16
16
16
16
16
16
16
1 6
16
16
1 6
16
16
16
16
1 6
1 6
VEI
1 5
15
15
1 6
16
16
16
16
16
1 6
16
16
1 6
1 6
16
1 6
16
16
16
1 6
1 6
SAS
U5
16:15 FRIDAY, DECEHBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT = bALDK1N (601) YEAR=83
SAMPLE MONTH DAY TIME INTERVAL STAGE
• Hh.rih. (KIN.) (IN.)
0
0
0
0
0
0
c
0
li
0
0
0
0
0
1
0
0
0
0
0
0
1
-J
5
b
fc
t
t
t
t
6
6
fc
I
6
fc
fc
fc
fc
e
t
6
3
3
3
27
27
2k
2b
28
2b
2b
2 fc
2b
21
2b
2 b
2 fc
28
2t
2t
1 700
1600
1 900
2300
2UOO
100
200
300
H00
500
600
700
600
900
1 000
1 100
1 20C
1 300
11400
1 500
1 600
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
O.U
0.3
0.2
20.0
16.5
16.6
10.0
6.0
7.0
6.2
6.1
5.b
6.0
6.4
6.2
5.9
5.7
5.<4
5.2
5.0
a.b
SAMPLE
«
SEI/JhENT
CONC.
(EG/L)
TOTAL P
CONC.
(HG/L)
ORThO F
CONC.
(KG/L)
KH3N
CONC.
(BG/L)
N03N
CONC.
(HG/L)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
09b
550
-------
16
16
17
17
17
17
17
17
17
17
17
17
17
16
IB
16
V El
U
16
16
16
16
16
16
17
17
17
17
1 7
17
17
17
1 7
17
17
16
16
16
SAS
Hi
16:15 FRIDAY, DECEMBER 13, 19»!
DUIANCf CO l M V FAULTING SOIL b ATI RSHEDS-RUNOFF
FL0T=6ALLK1N (601 ) YEA F =8 3
SAMPLE KONTH DAY TIKE lKTEhVAL STAGE
• KK.KIfc. (nlN.) (IN.)
0
0
c
0
0
0
0
1
0
0
0
0
c
0
0
0
0
c
0
0
0
6
6
6
t
6
t
6
t
t
t
6
I
6
I
t
7
7
7
11
11
11
26
2b
2b
26
2b
2fc
2b
30
30
30
30
3C
30
30
30
1
1
1
1b
1b
15
1700
1600
1900
2000
2100
2200
2300
14 30
1600
1900
2000
21 00
2200
2300
2U00
100
200
300
1630
1S3C
2030
60
60
€0
60
60
60
60
•
60
60
60
60
60
60
60
60
60
60
60
60
60
1.0
3.5
3.2
2.9
2.0
1 .2
0.<4
0.0
11 .6
11 .2
6.6
5.2
4 .0
2.b
1 .6
1 .3
0.3
0.1
1 .a
1 .6
1 .6
SAKFLE
»
SEDIK EM
COKC.
(r.G/L)
TOTAL F
CONC.
(KG/L)
OKThO F
CONC .
(MG/L)
KH3K
COKC.
(HG/L)
NO 3N
CONC.
(KG/L)
0
0
o
0
0
0
c
1
0
0
0
0
c
0
0
0
0
0
0
0
0
U5I
156
000
971
-------
18
18
18
18
18
18
16
lb
18
1 8
18
18
19
19
19
19
19
19
19
19
19
VL1
18
1 8
lb
18
18
18
18
18
18
18
18
16
19
19
19
19
19
19
19
19
SAS
<17
16:1b FKIIAY, DECEKEER 13, 1985
DEFIANCE COUNTY PAULDING SOIL UATE&SHEDS-RUNOFF
I LOT = bA LDWIN (601) YEAP.=63
SAMPLE ttCMH DAY TIKE INTERVAL STAGE
* Hh.MIN. (KIN.) (IN.)
0 11 15 2130
0 11 15 2230
0 11 15 2330
0 11 It 30
0 11 16 130
0 11 It 230
0 11 It 330
0 11 It U 30
0 11 1t 530
0 11 16 630
0 11 It 730
1 11 1t 630
C 11 19 14 30
0 11 19 1530
0 11 19 1630
0 11 15 1730
0 11 lb 1830
0 11 19 1930
0 11 19 2030
1 11 19 2130
0 11 19 2230
SAMPLE 51L1MEM TOTAL F
* CONC. CONC.
(KG/L) (MG/L)
60 1.6
60 1.5
60 1 .H
60 1.3
60 1 .2
60 1.2
60 1.1
tO 1.0
60 0.6
60 0.2
60 0.1
6 0 0.1
60 2.2
60 2.3
60 2.1
60 1.9
60 1.5
60 1.3
60 1.0
60 0.9
60 0.8
OhThO P KH3K K03K
CONC. CONC. CONC.
(KG/L) (P!G/L) (MG/L)
0
C
0
0
0
0
c
0
0
0
0
1
0
0
0
0
0
0
0
1
0
13U0
1 ?C 2
00
U2
146
0 68
172
000
59
60
-------
19
19
19
19
19
19
20
20
20
20
20
20
20
20
20
20
20
20
0
0
0
V E
19
19
19
19
19
19
20
20
20
20
20
20
20
20
20
20
20
20
0
0
0
5 AS
ill
U:15 FRIDAY, DLCEKBEK 13, 19«!
DEFIANCE COUMY PAULDING SOIL WATERSHEDS-RUNOFF
{'LOT = bALDW J N (801) Y EA K =8 3
SAf.FLE MOM H DAY TIKE I NT Eh V A L STAGE
I HR.K1N. IM1N.) (IN.)
0 11 IS 2330
0 11 20 30
0 11 20 130
0 11 20 2 30
0 11 20 330
0 11 20 430
c 11 20 ieoo
0 11 20 1900
0 11 20 2000
0 11 20 2100
0 11 20 2200
C 11 20 2300
0 11 20 2400
0 11 21 100
0 11 21 200
0 11 21 300
0 11 21 4 00
0 11 21 500
0 11 23 93C
0 11 23 1C30
0 11 23 1130
SAKFLi SLLir.EKT TOTAL I
# COKC. CONC.
(fcG/L) (MG/L)
60 0.8
60 0.7
60 0.6
60 0.5
60 0.5
60 0.4
60 0.4
60 0.5
60 0.6
60 0.6
60 0.6
60 0.5
60 0.4
60 0.4
60 0.3
60 0.3
60 0.3
60 0.2
60 1 .6
60 2.1
60 2.1
ORTKO F KH 3l« N03N
COl.C. CONC. COKC.
(MG/L) (BG/L) (KG/L)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-------
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
21
21
21
21
21
21
VE
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
21
21
21
21
21
21
SAS
49
1C:15 FRIDAY, DECEMBER 13, 1965
DEI IA N C E COUNTY PAULDING SOIL WATfcRSHLDS-Rl'NOFF
PLOT=PALLHIN (bUI ) YEAR=63
SAMPLE MONTH DAY TIKE INTERVAL STAGE
* Hfc.KIN. (niN.) (IN.)
0 11 23 1230
0 11 23 1330
0 11 23 14 30
0 11 23 1i>30
0 11 23 1630
C 11 23 1730
0 11 23 1830
0 11 23 1930
0 11 23 2030
0 11 23 2130
0 11 23 2230
0 11 23 2330
0 11 24 30
0 11 24 130
0 11 27 1700
0 11 27 1800
0 11 27 1900
0 11 27 2000
0 11 27 2100
0 11 27 2200
0 11 27 2300
SAKfLE SELIM.NT TOTAL F
# CONC. CONC.
(CiG/L) (MG/L)
0
0
0
0
0
0
0
0
0
0
0
0
G
0
0
0
0
0
c
0
0
60 1.9
60 1.6
60 1 .4
CO 1.2
60 0.9
60 0.9
60 0.9
60 C.9
60 0.9
60 0.9
60 C.9
60 0.9
60 o.e
eo o.e
to 2.4
60 4.2
60 S.6
60 6.0
60 6.4
60 6.0
60 6.5
ORTKO F NH3N N03N
CONC. CONC. CONC.
(KG/L) (BG/L) (KG/L)
-------
EVE
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
EVE
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
5f
11:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUNTY FAULDING SOIL WATERSHEDS-RUNOFF
HOT = bALLWIN (601) Y E A R = 8 3
SAMPLE nOK-TIi DAY TIKE 1MERVAL STAGE
« HR.HIM. (KIK.) (IN.)
0
0
G
0
0
0
0
0
C
1
C
0
0
2
0
0
0
c
0
c
SAKfLE
I
C
0
c
0
0
c
0
0
0
1
0
0
0
2
0
0
c
0
G
0
b
CO
1456
1 U7t
27
2b
2b
2b
2b
26
26
2b
2b
2fc
2b
2 b
26
2b
2fc
2 b
2b
2b
2 6
2b
lt.LUT
C.
G/L)
2U00
100
200
300
UOO
500
600
700
600
900
1 000
1 1 CO
1 200
1 3C0
1 <400
1 SCO
1 600
1 700
1 b 00
1 900
TOTAL V
COhC .
(MG/L)
71
60
60
60
60
60
60
60
tO
60
60
60
60
60
60
60
60
60
60
60
60
OhTHO F
CONC.
(KG/L)
117
137
6.0
5.6
5.2
U.9
14.8
U.U
U .0
3.«4
3.2
2.7
2.H
2.0
1 .6
1 .14
1 .0
0. b
1.6
o.u
0.3
0.2
KH3N
CONC.
(KG/L)
072
163
N03N
CONC .
(KG/L)
710
635
-------
V £ I
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
VE1
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
SAS
51
16:15 FRIDAY, DECEftBEh 13, 1985
DEJ1AKCE COUNT* PAULDING SOIL WATERSHEDS-RUNOFF
!>LOX = BALDWIh (801) YEAfi=6<4
SAKE LE MONTN DAY TIKE INTERVAL STAGE
* HK.fllN. (BIN.) (IN.)
0
0
0
c
0
c
0
0
0
c
0
c
0
0
0
G
0
0
0
0
0
k
1*
14
4
k
<4
<4
u
<4
14
<4
>4
t,
u
u
14
U
it
14
14
14
14
<4
14
u
<4
14
<4
14
14
14
14
5
b
5
5
5
b
b
b
b
b
1 <100
1500
1600
1700
1800
1900
2000
2100
2200
2300
2UOO
100
200
300
400
500
600
700
800
900
1000
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
0.3
0.7
O.b
0.7
0.5
O.U
0.3
0.7
1 .0
1.2
1 .4
2.6
3.6
U.6
6.0
6.6
6.C
i>. a
5.2
U .6
U.O
SAKFLE
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
SEDIMENT
COhC.
(KG/L)
TOTAL
COKC.
(MG/L)
ORTKO
COhC.
(KC/L)
NH3N
CONC.
(MG/L)
N03N
CCNC.
(flG/L)
-------
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
EVE
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
SAS
5i
16:15 FRIDAY, DECEMBER 13, 198'
DEFIANCE COUKTJ PAULDING SOIL WATfchSHEDS-RUNOFF
PLOT=bALDWIN (801) YEAR=BM
SAMPLE HOKTh DAY TIME INTERVAL STAGE
» HR.KIN. (M1N.) (IN-)
1
0
0
0
0
0
0
0
c
0
0
c
0
0
0
c
0
0
0
G
0
14
14
u
u
u
a
it
u
<4
u
u
u
u
u
14
u
u
I*
n
<4
<4
5
5
5
5
5
5
b
5
5
5
5
r
b
6
6
b
6
6
6
1100
1 200
13C0
1 MOO
1 500
1 600
1700
1 800
1900
2000
2100
2200
2300
2U00
1 00
200
3C0
uoo
500
600
700
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
3.2
2.2
1.5
1.1
1 .1
0.6
0.6
0.5
0.5
O.M
O.U
O.U
0.9
0. B
0.6
1 .0
1.2
1 .
0.
0,
0
SAMPLE
«
SEDIMENT
CCKC .
(r.G/L)
TOTAL S
CO NC.
(MG/L)
ORTKG P
CO NC.
(MG/L)
Nti 3K
CO NC.
(MG/L)
N03N
CONC.
(MG/L)
1
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
0
1 66 2
2.65
0.C15
0.16
03
-------
EVEI
23
23
23
23
23
24
24
24
24
24
24
21
24
24
24
24
24
24
24
24
24
EVE
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
SA5 53
16:15 FRIDAY , DECEMBER 13, 19B5
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
fLOT ~ B ALLU1H (607) YEAh-bU
SAttPLE MGM K DAY T1HE INTERVAL STAGE
• HK.KIN. (niN.) (IN.)
0 4 6 800 60 0.4
0 4 6 900 60 0.3
0 4 6 1000 60 0.3
0 U 6 1100 60 0.2
0 4 C 1200 60 0.2
0 4 15 1430 60 2.0
0 4 15 1530 60 2.1
0 4 15 1630 60 2.2
0 4 15 1730 60 2.4
0 4 15 1830 60 2.3
0 4 15 1930 60 2.2
0 4 15 2030 60 2.2
0 4 15 2130 60 2.2
0 4 15 2230 60 2.1
0 4 15 2330 60 1.6
0 4 16 30 60 1.2
0 4 16 130 60 1.2
0 4 16 230 60 1.0
0 4 16 330 60 0.6
0 4 16 4 30 60 0.7
0 4 16 530 60 0.5
NC3N
CONC.
(KG/L)
0 . . . _. .
0 . . . . .
0 . . • . •
0 . . ...
0 .....
0 • . * • .
0 • . . . .
0 • . . . •
0 • • . . .
0 • • . . .
0 • • . • •
0 • • . . .
0 • • . . •
0 • • . . .
0 • • . • .
0 . • . . .
0 . • • . .
0 .....
0 • • . . .
0 . • « . *
0 • • • • •
SAMPLE
I
SEDIKEM
cohc •
(KG/L)
TOTAL F
COKC.
(KG/L)
ORThO V
COKC.
(KG/L)
KK3N
COKC.
(KG/L)
-------
24
2d
2U
24
24
24
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
EVE
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
25
SAS
5«
16:15 FRIDAY, DECEMBER 13, 198b
DETIAKCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
j LOT ~B A LDWIN (601) YEAR=84
SAMPLE MONTh LAY TIKE INTERVAL STAGE
« Hh.PlN. (KIN.) (IN.)
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
4
4
u
4
4
4
4
4
4
4
4
U
L
U
4
U
4
4
4
4
4
16
lb
I 6
16
16
1b
16
II
11
16
16
1 6
1 C
76
It
16
1 6
17
1 7
17
17
630
730
630
930
1 030
1130
1 230
1 330
1430
1530
7630
1 730
1 k 30
1 930
1930
21 30
223C
11C0
1 200
1300
1400
60
60
60
60
60
60
60
60
60
60
60
6C
60
to
bO
60
60
60
60
60
60
0.5
0.4
1 .4
2.2
1 .6
1 .4
1 .3
1 .0
5.2
4.0
3.0
2.4
1.9
1.3
1.0
0.6
0.4
0.6
1 .4
2.1
2.5
SAf.PLE
*
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
c
SEDIKJLNT
CONC .
(BG/L)
1466
564
TOTAL P
CONC.
(BG/L)
75
,00
ORTKO P
CONC.
(KC/L)
.020
,025
KH3K
CONC.
(MG/L)
20
,04
N03N
CONC.
(HG/L)
95
»99
-------
IV LI
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
26
LVE
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
SAS
55
1t:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATEhSHEDS-hUNOFF
FLCT=bALDWIN (b 01) YEAh=b4
SAKFLE HON TK LAY TIKE INTERVA1 STAGE
« hK.r.IN. (f.lN.) (IN*)
0
G
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
n
u
u
u
t4
li
tl
14
<4
u
u
14
M
li
14
14
tl
14
22
22
22
22
22
22
2 2
22
22
22
22
1 500
1 6C0
1 700
1 800
1 900
2000
2100
2200
2300
1030
1130
1 230
1 330
11430
1 530
1630
1 730
1 130
1 930
2030
2130
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
2.6
2.3
2.0
1 .7
1 .«4
1 .1
1 .1
0.8
0.6
2.5
2.14
114.2
19.2
13.2
6.6
6.6
& .0
7.0
5. b
14.U
3.M
SAMPLE
I
strihEM
CONC.
(KG/L)
TOT/L F
CONC.
(KG/L)
OKTHO P
CONC.
(KG/L)
NK3N
CONC.
(KG/L)
NC3N
CONC.
(KG/L)
0
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
0
-------
Vtl
26
26
26
2b
26
26
26
26
26
26
26
0
0
0
0
0
0
0
0
0
0
VE]
26
26
26
26
26
26
26
26
26
26
26
0
0
0
0
0
0
0
0
0
0
SAS
s*
16:1b FRIDAY , DLCERBEK 13, 1985
DEFIANCE COUNTY PAULDING SOIL KATEhShEDS-RUNOFF
PLOT=bALLWIN (601) YEAIi = 6U
SAKPLE nOKTh DAY TIKE INTERVAL STAGE
« Hi;.KIN. (KIH.) (IK*)
0
0
0
0
0
0
0
0
0
G
1
0
0
0
0
c
c
c
0
0
c
14
n
h
I*
u
<4
t*
<,
u
u
u
u
u
u
u
n
n
<4
22
22
23
23
23
23
23
2 3
23
23
23
23
23
23
13
23
2j
23
23
23
23
2230
2330
30
1 30
230
330
*30
530
630
730
630
1 200
1 300
1U00
1 bOO
1 600
1700
i eoo
1900
2000
21 00
60
60
to
to
60
60
to
60
60
60
60
6 0
to
60
to
to
60
60
60
60
to
2.8
2.0
1 .6
1 .4
1 .1
1.0
0.4
0.3
0.3
0.2
0.1
0.3
0.6
1.0
1 .3
1 .7
1 .9
1 .9
1 .9
1.9
2.0
SAK.r LL
I
0
0
0
0
0
0
0
0
c
0
1
0
0
0
0
0
0
0
0
0
0
S E LIhh N T
CONC •
(KG/L)
1UbU
TOTAL P
CONC.
(KG/L)
ORTHO P
CONC.
(KG/L)
,01b
NH 3N
CONC .
(hG/L)
OU
NC3N
COfcC.
(KG/L)
68
-------
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
£1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
SAS
57
16:15 f hi DA Y , DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL WATEESHELS-hUNOFF
PLGT = bALDWIK (801) YEAF. =bU
SAMPLE MONTH LAY TIME INTERVAL STAGE
* Hh.MlN. (KIN.) (IN.)
0
0
0
0
0
0
c
c
0
0
0
c
0
c
c
0
0
0
G
0
0
u
u
n
u
k
k
14
u
1,
k
k
k
k
u
k
14
14
c.
m/
5
b
23
23
23
2k
2k
2k
2k
2k
214
214
2k
24
2k
2k
2k
2k
2k
2b
2b
2b
2b
2200
23C0
2400
1 00
200
300
1400
500
600
700
too
900
1 000
11CO
1 200
1 300
11400
100
200
300
U00
60
60
60
60
60
60
60
60
60
60
60
60
60
bO
60
60
60
60
60
60
6C
2.0
1 .b
1 .5
1 .5
1 .b
1 ,9
1 .<*
1 .7
1 .U
o.y
0.6
0.5
C.U
0.2
0.2
0.2
0.2
2.0
2.6
1.7
2.5
SAKFLE
*
SEDIMENT
CGKC.
(KG/L)
TOTAL P
CONC.
(KG/L)
OETHC I
CONC.
(MG/L)
N H 3 K
CONC.
(KG/L)
K03N
CONC.
(MG/L)
0
0
0
0
0
0
0
0
0
c
0
0
0
0
c
0
0
0
0
0
0
-------
EVE
0
0
0
0
0
0
0
0
0
0
29
29
29
29
29
29
29
29
29
29
29
EVE
0
0
0
0
0
0
0
0
0
0
29
29
29
29
29
29
29
29
29
29
29
SAS
56
16:15 FhlDAY, DECEflbER 13, 1 9&5
DEFIANCE COUNTY FAULD1NG SOIL K ATE ESfi E IS-RUN OFF
I'LOT = bA LU WI N (601) YEA h-bH
SAKPLE riONTh DAY TIKE INTERVAL STAGE
ft HJi.KlN. (KIK.) (IN.)
0
0
0
tl
c
0
0
c
0
G
1
3
u
t>
6
1
k
9
10
1 1
SAKFLE
t
0
0
0
0
0
0
0
c
0
0
1
2
3
U
C
I
7
6
9
10
11
SE
CO
ICENT
C.
(KG/L)
21 7ti
1 OSb
663
31 07
709
1063
COO
1 G63
7U7
700
563
26
26
26
26
2 c
2 b
2 b
2 6
26
26
0
0
0
500
coo
700
eoo
900
I coo
II 00
1 200
1 300
1 U00
21 30
2230
2 330
30
1 30
230
330
i* 30
f> 3 0
630
730
TG1AL P
CONC.
(KG /L)
7.03
a.50
3.30
1 .BO
1 .30
1.22
1 . b2
1 .53
1 .30
1 .07
1 .OS
60
60
60
60
60
to
60
60
60
60
to
60
60
60
60
60
60
to
60
60
60
OKThO V
CONC.
(KG/L)
1.6 50
o.suo
o.t^o
0.U30
0. 360
0.290
0.2b0
0.220
0.160
0.130
o.iuo
2.2
1 .fa
1 .1
0.9
0.6
0 .U
0.3
0.3
0.3
0.3
2.6
3.2
3.3
3.2
6.7
9.3
11.7
1 1 .fc
9.2
b .8
9.0
KH3N
CONC.
(KG/L)
N03N
CONC.
(KG/L)
« .26
0.U5
1 .65
0.22
0.30
U ,U2
0.10
0.50
0.10
0.30
0.22
1 .60
1.91
1 .75
3.15
3.03
3.11
2.60
2.23
2.79
3.95
2.55
-------
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
;vei
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
SAS
59
16:15 FEI DAY , DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL KATEfcSKEDS-TiUNOlT
PLOT =bALDK!N (601) YEAfc=64
SAKPLt HOMH DAY TIME INTERVAL STAGE
I HR.KIN. (KIN.) (IN.)
1 z
11
1
OJU
bU
y. 2
13
11
1
930
60
6.6
1U
11
1
1030
60
6.2
1b
11
1
1130
60
7.6
16
11
1
1230
60
7.3
17
11
1
1 330
CO
6.6
16
11
1
1 430
60
6.3
19
11
1
1 530
60
5.6
20
11
1
1630
60
5.0
21
11
1
1 730
60
4.2
22
11
1
1630
60
3.4
23
11
1
1930
60
2.6
24
11
1
-------
29
30
30
30
30
30
30
30
30
30
30
30
30
E V El
29
30
30
30
30
30
30
30
30
30
30
SAS
6«
16:15 FF.1LAY, I; LC EMBER 13, 1 9t)5
DEFIANCE COUNTY PAULDING SOIL WATEFSHEDS-RINOFF
Hl/T = bALLUlf» (601) YEAF(=6i4
SAKPLE nONlli LAY TIKE INTERVAL STAGE
t HK.riN. (KIN.) (IN*)
0
1
G
0
0
C
0
0
0
0
0
0
12
26
26
2fc
2b
2b
26
2 L
2 8
2b
26
2t
2t
530
700
800
900
1 000
1 1 GO
1 200
1 300
1 UCO
1 SCO
1 too
1 70C
1 £ C 0
GO
60
60
60
to
to
60
6 0
60
60
to
60
60
0.3
0.7
1 .1
1.1
1 ,2
1 .2
1 .0
0.6
0.5
0.5
O.U
O.Q
0.2
SAf.FLL
«
0
1
0
0
G
G
0
0
0
G
0
0
0
SED1MLM
COKC.
(f.G/L)
993
TOTAL F
coi.c.
(i*iC-/ L)
77
OPTKO F
C03-C .
(r.G/L)
252
Mi 3 K
CCNC.
(r.G/L)
63
K0 3N
CONC.
(KG/L)
1 1
-------
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
EVE
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
SAS
61
16:15 FfclDAY, DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WAT EF. SHEDS-RUNOFF
PLGT=BALLWIN (801) YEAJt=65
SAMPLE
MGNTfc
DAY
TIRE
1NTEKVAL
STAGE
«
HR .KIN
(KIN.)
(IN.)
1
3
26
630
60
0.2
2
3
28
730
60
3.2
4
3
28
930
1 20
5.0
b
3
26
11 30
1 20
9.2
7
3
26
1 230
60
7.6
e
3
28
1 330
6 0
5.6
9
3
2b
14 30
60
4 .4
10
3
26
1530
60
3.6
11
3
28
1630
60
3.0
12
3
2b
1730
60
2.9
13
3
26
1 830
60
3.9
14
3
2b
1930
60
3.b
1b
3
2b
2030
60
1 6 .0
U
3
26
21 30
60
14.0
17
3
2 8
2230
60
7.0
16
3
2b
2330
60
6 .0
1*
3
2 St
30
60
b. b
20
3
29
1 30
60
6 *b
21
3
29
230
60
5.4
22
3
29
330
60
4 .4
23
3
29
4 30
60
3.6
SAMPLE
SLDlfiLM
TOTAL P
OKTKO P NH3N
N03N
«
CONC.
CONC.
CONC. CONC. (
CONC.
IP.&/L)
(KG/L)
(KG/L) (KG/L)
(ttG/L)
1
11770.0
12.030
0.1210 0,
.06
4.19
•>
4
3115.0
4.369
0. (J 14 GO 0.
.54
2.49
4
246C.0
3.689
0.04 60 0,
.00
3.81
6
9945.0
11.760
0.0400 0
.39
3.26
7
2563.3
3.366
0.0440 0
.00
3.96
e
10705.0
14.160
0.0590 0
.23
4 .20
9
1470.0
1 .938
0.0400 0
.00
5.21
10
((514 5.0
U.369
0.0330 0
.23
1 .87
11
2660.0
2.771
0.0220 0
.06
2.17
12
3003.3
3.060
0.0180 0
.39
2.02
13
1 966. 7
2.091
0.0220 0
.39
1 .61
m
1656.7
1 .663
0.0220 0
.00
1 .79
15
1550.0
1 .377
0.0290 0
.00
1 .48
16
1690.0
1 .666
0.0330 0
.00
2.10
17
193.3
1 .156
0.0290 0
.00
2.87
U
1356.7
1 .292
0.0460 0
.Ob
2.17
19
1016.7
0.952
0.0260 0
.23
1 .71
20
676.7
0.616
0.0160 0
.70
1 .40
21
•
0.816
0.0150 0
.39
2.48
22
•
0. 71U
0.0150 0
.23
3.42
23
•
C .629
0.0150 0
.06
2.79
-------
31
31
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
VE
31
31
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
SAS
16:15 JRIDAY, DLCEhbLK 13, 1965
DEFIANCE COUMY FAULTING SOIL WATEhSHILS-RUhOFF
PLOT =bALDWIN (e 01) YEAh=&b
SAEPLE MONTH DAY Tint INTEPVAL. STAGfc
« Hh.r.lN. (KIN.) (IK.)
24
3
29
530
60
3.0
2b
3
29
630
to
2.«
3
31
200
1 20
6.0
3
3
31
300
60
7 . b
2
3
31
200
1 20
6.0
3
3
31
3C0
to
7.6
4
3
31
400
60
b.U
5
3
31
500
to
13.0
b
3
31
6C0
60
14.0
7
3
31
700
60
10.6
6
3
31
600
60
8.2
y
3
31
900
60
6.2
1G
"4
31
1 COO
60
5.0
11
3
31
1 1 00
60
^ • 2
12
3
31
12 00
60
3.6
13
3
31
1 300
60
3.3
14
3
31
moo
to
2.b
1L
3
31
1 500
60
2.4
Ifc
3
31
1 600
60
2.0
1 7
3
31
1 700
60
1 .6
1fc
3
31
1 800
60
1 .2
SArtLL
SEDlhLNT
TOTAL F
OfiTKO
t
KH3N
N03K
»
COUC .
CONC .
CChC.
CONC.
COKC .
(KG/L)
(MG/L)
(KG/L)
(KG/L)
(f.G/L)
24
•
0.576
0.0220
o.oc
2.25
25
•
0.633
0.C220
0.00
2.72
2
•
•
•
•
•
3
•
•
•
•
•
4
2355
3.315
•
0.06
0.93
3
14565
11.070
•
1 .416
0.U6
4
3510
4.696
•
1 .63
0.16
5
2065
2.533
•
o.oe
0.77
6
1620
2.1 OB
•
0.3S
0.15
7
1025
2.142
•
0.70
1 .24
6
1315
1 .5614
•
0.23
0.16
S
1210
1 .292
•
0.39
0.15
10
1015
1 .086
•
0.39
0.15
11
855
1 .1 90
•
0.23
0.31
12
B1 0
0.935
•
o.oe
1 .24
1 3
1150
1 .207
«
o.oe
0.77
14
64 5
0.633
0.0110
0.00
0.00
lb
695
0.660
0.0337
0.06
0.31
16
5S0
0.663
0.0000
0.00
0.54
17
675
1 .071
0.0000
0.06
0.31
IP
6C0
0.&16
0.0337
0.00
0.54
-------
32
32
32
32
32
32
32
32
33
33
33
33
33
33
33
33
33
33
33
33
33
iVE
32
32
32
32
32
32
32
32
33
33
33
33
33
33
33
33
33
33
33
33
SAS
63
11 :1 5 fRIEAY, DECEMBER 13, 1985
DEUANCE COUNTY PAULDING SOIL WATERShELS-RUNOFF
l'LOT = bALL»W IN (601) YEAR=65
SAKFLt MGKTh DAY TIKE INTERVAL STAGE
t hh.r.lN. (KIN.) (IN*)
19 3 31 1900 60 1.0
2C 3 31 2000 60 0.9
21 3 31 2100 60 O.fc
22 3 31 2200 60 0.7
23 3 31 2300 60 O.b
24 3 31 2 400 60 0.4
2b 4 1 100 60 0.3
21 4 1 200 60 0.2
1 H b 1b30 60 2.9
2 4 b 1 630 60 fc.4
3 4b 1730 60 10.6
4 4 b 1130 60 9.0
5 4 b 19 30 tO 6.6
6 4b 2030 60 b.G
7 4 b 2130 60 3.o
t 4 5 2 2 30 60 2. fa
9 a 5 2 33 0 60 2.2
10 ^ t 3(." 60 l.fc
11 4 6 130 60 1.0
1 2 4 6 230 60 0.9
13 4 t 330 60 0.9
SAfFLE
SLllfcENT
TOTAL P
ORl'hO F
KH3K
N03N
I
CONC .
CONC.
CONC.
CONC.
CONC.
(f;G/L)
(KG/ L)
(MG/L)
(KG/L)
(KG/L)
19
5 7b
0.935
0.0000
0.00
0.70
20
b 2 b
0. 799
0.0337
O.Ofc
0.62
21
720
0. 799
0.0073
0 .00
0.54
22
5b0
0.62 9
0.0000
o.oe
0.00
23
bib
0.612
0.0337
0.06
0.31
24
bOO
0.476
0.0337
0.00
0.5U
2b
46b
0.595
0.0000
0.00
1 .17
26
420
0 .663
0.0000
0 .00
0.39
1
26990
14 .360
0.1 540
0 .00
3.11
2
1 3 £ 5 0
6.670
0.0660
0 .00
1 .56
3
30020
14.570
0.0660
0.76
0.31
a
579b
4.670
0.0110
0.00
0.62
b
3b65
2.620
0.0370
0.00
0.93
6
229b
2 .260
0.0260
0 .00
0.16
7
19fcO
2.600
0.0110
0.00
0.31
6
211 b
3.620
0.0400
0 .00
0.00
9
2730
1 .970
0.0040
0.00
0.00
10
It 6b
1 .560
0.0040
0.00
0.00
11
1 070
1 .31 0
0.0000
0.00
0.00
12
11 to
1 .050
0.0000
0.00
0.00
13
9 m b
1 .160
0.0000
o.oc
0.93
-------
VEI
33
33
33
33
33
33
33
33
VE
33
33
33
33
33
33
33
33
SAS
fc-U
1 6 :1 b FRIDAY, DtCEhbLR 13, 1985
DEF1ANCE COUNT* PAULDING SOIL WATE r.SHE DS-KUNOFF
i LOT = BA LOW IN (bOI) YEA K-fcb
SAMPLE KOMh DAY T1 P. E I NT Eh V AL STAGE
I HK.KIN. (KIK.) (IN.)
iu
a
6
U 30
60
0.9
lb
n
6
530
60
0.9
16
it
fc
630
60
0.8
17
i4
6
730
60
0.6
16
U
6
630
60
o.e
19
H
6
930
60
0."
1
20
14
6
1 0 30
60
0.7
21
1,
6
1 130
6 0
0.6
KFLE
SLLlhLM
TOTAL P
OKThO r
KH3K
N03N
CONC .
CONC.
CONC .
CONC.
CONC.
(f.G/L)
(KG/L)
(Co/L)
(r.G/L)
(KG/L)
Hi
tl b
0.96
0 .oou
0 .oc
0 .00
1 5
6 90
o.yu
0.C11
0. 00
0.00
16
7 tO
V.tt
0.01b
0.00
0.00
1 7
7kV
0.7U
0.00*
0.00
0.00
H
69b
1.16
0.016
o.cc
1 .09
19
760
0.91
0.01b
0.00
C.00
20
1120
0.95
0.213
0.47
0. il
21
•
1 .07
0.0 26
0.62
0.31
-------
SAS
65
16:15 FHIDAY, DECEKBth 13, 1965
DEFIANCE COOMY PAULDING SOIL WATEfcSHFDS-hUNOFF
I LCI =hETHKEL (901) Y EA h =62
EVENT SAKPLE ftGMh DAY TIKI; INTERVAL STAGE
# H r.. E1N . (filK.) (IN.)
o
3
3
3
3
3
3
3
j
3
3
3
3
3
3
3
3
3
3
3
3
19
19
19
1 9
19
1 9
19
1 9
20
20
20
20
20
20
2C
20
20
20
20
20
20
1 700
1 COO
1 900
2000
21 CO
2200
2 300
2 <400
100
200
300
<400
500
600
700
£00
900
1 000
1 100
1 200
1 300
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
3.6
3.U
3.0
3,
3,
3,
3.1
3.8
«.a
5.2
4.6
<4.0
3.1<
3.2
3.6
3.2
2.6
2.1
2.0
2.0
1 .6
EVENT
SAKP LI
I
SELir.EUT
CChC .
(KG/L)
TOTAL P
COKC.
(KG/L)
ORThG F
CCNC .
(KG/L)
Kh 3K
COKC.
(ft G /1.)
NO 3h
CONC.
(KC/L)
-------
SAS
66
16:15 FhlDAY , DECEMBER 13, 1985
DEFIANCE COIMJ I A L' L DI hi G SOIL WATEFSHELS-RONOFF
PLCT = KEThfiEL (901) YEAF. = 62
EVENT SAMPLE KOMi; DAI IirE INTERVAL STAGE
« bh.riN. (KIN.) (IN.)
3
•>
O
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
20
20
20
20
20
2 G
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
1 UC0
1 500
1 too
17 00
1600
1 900
2000
21 00
2200
2300
24 00
1 00
200
300
HOC
500
600
700
eoo
90 0
1 coo
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
1.6
1 .5
a
3
2
2
2
1 .1
1 .1
1.0
C . 9
0.9
0.9
0.8
0.6
0.6
o.e
0.6
0.8
0.7
0.7
EVEN!
SAKFLE
*
SELlfiENT
CONC.
(KG/L)
TCTaL P
COKC.
(KG/L)
OhTHO F
CONC.
(KG/L)
KK3N
COK'C .
(KG/L)
NC3K
CONC.
(MG/L)
-------
SAS
67
16:15 FKIPAY, DECEKBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL MATEFSHEDS-hUNOFF
I LOT = HETHttfc L (901) YEAF.=82
EVENT SAMPLE I10KTh_. DAY Tint INTERVAL stage
* Hh.nih. (hin.) (in.)
J
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
21
21
21
21
21
21
21
21
21
25
25
25
25
25
25
25
30
30
1100
1 200
1 300
IHOO
1 500
1 600
1 700
1 800
1 900
1 100
1 200
1 300
moo
1 500
1600
1700
leoo
1 900
2000
2000
21 00
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
6C
60
60
60
0.6
0.5
O.M
0.3
0.3
0.3
0.3
0.3
0.2
0.4
0.9
1 .«
2.U
3.1
3.1
3.2
3.0
2.6
1.7
7.2
9.«
EVENT
SAKtLL
SEDirLM
CONC.
(KG/L)
TOTAL P
COKC.
(KG/L)
ORTKO P
COKC.
(KG/L)
KH3S
CONC.
(KG/L)
N03fc
CONC.
(HG/L)
-------
SAS
66
16:15 FMDAY, DECEKEER 13, 19b5
DEFIANCE COUNTY PAULDING SOIL WATEfcSHEDS-hUNOFF
I LOT = hLTHrtL (901) YEAF. =62
EVENT SAMPLE - MOM h LAY TIKI INTERVAL STAGE
* HR.KIN. (KIN.) (IN.)
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
30
30
30
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
2200
2300
24400
1 00
200
300
U00
500
6 CO
700
600
900
1 000
1100
1 200
1 300
1 <400
1 500
1600
1 700
1 600
60
60
6 0
60
60
60
60
60
6 0
to
to
to
to
60
60
60
6 0
60
60
60
60
7.8
5.2
3.8
2,8
1.6
1 .U
1 .2
1.0
1 .0
1.0
1 .0
1 .0
1 .0
1 .0
1 .0
1 .0
1 .0
0,9
0.9
0.9
0.8
EVENT
SAKFLt
*
SEl'IMNT
couc.
(KG/ L)
TOTAL V
CONC .
(MG/L)
ORTliO T
CONC .
(KG/L)
NH3N
CONC.
(KG/L)
N03K
CONC.
(KG/L)
-------
SAS
69
16:15 FRIDAY. DECEKBEF 13, 1985
DEFIANCE COUNTY FAULDING SOIL W A TE RSH E DS-hUN OFF
PLOT = h ET HM EL (901) Y E A1. = b 2
EVENT SAKE LI BOKTH DAY TIKE INTERVAL STAGE
< HK.HIN. (KIN.) (IN.)
3
3
3
3
3
3
k
4
U
U
U
U
u
u
It
k
n
k
u
4
U
1 900
2000
2100
2200
2300
24 00
100
200
300
<400
500
600
7CC
600
900
1 000
1 1 00
1 200
1 300
1 400
1 500
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
CO
60
60
60
60
60
0.6
0.7
0.7
0.7
0.6
0.6
0.6
O.b
0.5
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
EVENT
SAfU'LE.
*
SLDir.bM
CONC.
(KG/L)
TOTAL I'
COKC.
(KG/L)
ORThO F
CONC .
(KG/L)
KH3K
CONC.
(KG/L)
N03N
CONC.
(KG/L)
-------
SAS
70
16:1b FRIDAY, DECEMBER 13, 190S
DEFIANCE COU1.TY PAULDING SOIL WATEFShEDS-RUNOFF
I- LOT = K ET HK E L (901) YEAFv =82
EVENT SAKPLE BOM li DAY TIME INTERVAL STAGE
I Hh.KIN. (WIN.) (IN.)
li
U
u
u
li
u
H
H
H
li
n
li
li
li
li
li
I*
<4
li
U
1
1
11
11
12
12
12
12
1 2
12
12
12
12
12
12
12
12
1 2
1 2
12
12
1 600
1 700
2230
2330
30
130
230
33 C
430
530
630
730
£ 30
930
I 030
II 30
1 230
1330
1 U30
1530
1630
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
0.2
0.2
0.2
0.7
0.7
1 .0
1.0
1.2
1 .8
1 .8
1 .6
i .a
1 .
-------
SAS
71
1 6 :1 i» FRIDAY, DECEKEEK 13, 198S
DEFIANCE CCUMK PAULDING SOIL KATERSKELS-RUNOFF
PLCl= RET UK EL (901) YEAR = 82
EVENT SAKPLE MOhTK DAK TIRE INTERVAL STAGE
» HR.KIN. '(KIN.) (IN.)
14
U
k
a
u
n
u
u
It
u
u
14
k
u
<4
<4
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
13
13
1 730
1 830
1 930
2030
21 30
2230
2330
30
1 3C
230
330
K30
i-30
130
730
630
930
I 031'
II 30
1 230
1 330
60
60
60
to
60
60
60
60
60
60
60
60
to
60
60
60
60
60
to
60
60
b.O
7.0
7.6
7.2
6.U
b.2
*4 .U
3,
J* *
2,
1 .
1 ,
1 .
1 ,
1 .0
0.9
0.9
o.e
0.6
0.7
0.6
EVENT
SAKFLE
«
SEDlf-EKT
CON C .
(PIG/ L)
TOTAL I-
COKC.
(KG/L)
ORTbO F
CONC.
(KG/L)
NH3N
CONC.
(EG/L)
NO 3N
CONC.
(KG/L)
-------
SA5
72
1C:U FUDAY, DECEMBER 13, 198b
LEHANCE COUNTY PAULU1KG SOIL b A T £ F. Sh E D 5 - ft U N 0 F F
| LOT = ft L'l HK EL (901) YEAh=tt2
EVENT SAKP1-E KOKTE DAY TI t.F INIERVAL STAGE
* Hfi.Mh. (0IK.) (IN.)
U
U
U
U
k
a
«
u
u
u
14
u
it
Li
i,
i*
u
u
1 3
1 3
1 3
1 3
1 3
1 3
1 6
1 t
1 6
1 b
1 b
1
1
1
1
1
1
1
1
1
1
1U30
1 530
1 630
1730
1 b 3 0
1 530
1600
1 900
2000
2100
2200
2300
2*400
100
200
3 CO
U 00
1)00
coo
7CC
bOO
60
60
60
60
60
60
60
6 0
60
60
60
60
60
60
60
to
60
60
60
60
60
0.60
0.60
0.60
0.50
0.U0
0.30
0.60
0.60
0.50
C.UO
0 .40
0.30
3.80
b.eo
7.60
6.20
i*.UO
3. 00
2.00
1 .50
1 .20
EVENT
SAMPLE
t
SEDirti.T
CONC.
(NC/L)
TOTAL I
COKC.
(IJG/L)
CRTHO I
COKC.
(RC/L)
k>K3N
CONC.
(BG/L)
N03N
CONC.
(KG/L)
-------
ENH
1
2
2
3
3
4
<4
a
5
5
6
'Eh
0
0
0
0
0
0
0
•
•
1
2
2
3
3
a
«
(4
5
5
6
SAS
73
16:1b F KltA Y, ttCERBER 13, 1985
lltlhKCl COUNTY PAULDING SOU WATEfiSHEDS-BUNOFF
PLCT = H LTtift LL (901) YEAfr=82
SAKTLt
«
BOKTh DAY TIKE INTERVAL STAGE'
UK. KIN. (WIN.) (IN.)
shrsit
«
4
4
4
4
<4
14
4
M
4
s
11
11
11
11
1 2
12
12
12
1 2
12
17
1 7
1 7
1 7
1 7
1 7
17
17
1 7
27
23
24
29
30
3
b
25
26
2 7
SLD1MM
com: .
(KG/ L)
900
10C0
1 100
1200
1 300
1 400
1500
1 600
1700
1 31b
1 600
1030
1 600
1 430
1930
300
200
1 225
1225
655
TOTAL 1
COWC.
(KG/L)
to
60
60
60
60
60
60
60
60
210
30
30
30
30
4b0
360
1 20
1 60
4 80
1 20
OhThC I
COKC .
(KG/L)
1.10
1.10
1 .00
0.60
0.50
0.50
0.50
o.uo
0.20
0.20
0.10
0.10
1 .00
1 .00
2.50
KH3N
COKC .
(KG/L)
00
90
13.00
0.05
1 .90
K03K
COKC.
(KG/L)
2
3
1
2
1
33 3U
1 36
1 02
2b
26fc
42fc
M2
21b
2950
fcOO
734
0.32
0.22
0.12
0.32
0.17
0.24
0.46
0.17
3.46
0.73
0.83
0.066
0.039
0.032
0.036
0.039
2.24 0
0.092
0.026
0.101;
0.020
0 .0^4
0 .07
0.20
0.00
0.07
0.00
0.13
0.13
0.26
0.26
0.07
0 .33
7.73
2.63
2.47
3.62
3.59
0.72
c.oo
0.00
0.79
0.49
0.33
-------
7
b
e
e
6
9
9
9
9
9
9
9
9
9
9
9
9
9
9
1
1
E
7
&
6
e
e
9
9
9
9
9
9
9
9
9
9
9
9
9
9
SAS
7i»
16:15 FRIDAY, DICEKBEfc 13, 1985
DtriAKCE COUNTY PAULDING SOIL WATLhShEDS-hUNOrf'
rLCT = hLTHKEL (901) YLA£ = 6 3
SAMPLE ftOl.Tb DAY I IKE IKTEfcVAL STAGE
* Hh.MN. (riN.) (IN.)
1 3 17 162 5 30 0.10
IS 3 21 225 240 2.90
21 3 21 445 1b0 3.140
33 3 21 305 24 0 3.00
39 3 21 505 1bO 3.00
1 3 27 335 20 1.00
2 3 27 355 20 1.05
3 3 27 415 20 1.20
5 3 27 455 20 1.41
7 3 27 635 20 1.60
6 3 27 715 20 1.65
10 3 27 731 20 1.70
13 o 27 £35 20 1.60
14 3 27 655 20 1.90
17 3 27 955 20 2.2C
21 3 27 1 11 5 20 3. 50
25 3 27 1235 20 7.30
29 3 27 1355 20 9.30
31 3 27 1435 20 6.20
1 4 t 33 5 2 0 1.11
2 <4 b 355 20 1 .05
SAMLL SEI/3KEKT TOTAL F
* COkt. COKC.
(EG/L) (KG/L)
1 S64 1.120
19 3fcb 0.630
21 . 0.510
33 fc 0.220
39 12 0.2WO
1 9b 0.220
2 10b 0.240
3 fc2 0.320
5 110 0.240
7 112 0.170
5 9b 0.270
1C 122 0.240
13 130 0.200
14 lie 0.170
17 14b 0.200
21 370 0.440
25 14 2b 1.b60
29 79b 1.240
31 113b 2.000
1 490 0.610
446 0.610
OKTHO F
NH3N
K03N
COl,C.
COKC.
CGNC .
(KG/1.)
(MG/L)
(HG/L)
0.052
0.000
0.650
0.01 2
0.140
0.560
0.332
C.210
0.250
0.100
0.000
0.630
0.100
0.110
0.420
0.C12
0.000
0.600
0.004
0.000
1 .160
0 .004
0.140
0.700
0.008
0.070
0.630
0 .004
0.140
0.2B0
0.000
0.140
0.210
0.012
0.000
0.530
0 .004
0.040
0.450
0 .008
0.070
0.670
0.012
0.000
0.670
0.012
0.04C
1 .300
0.004
0.040
0.350
0.004
0.070
0.640
0.006
0.250
0.910
0.004
0.140
0.160
0.004
C.32C>
0.210
-------
n
11
1 3
13
13
1 3
13
14
1 5
1 5
15
15
1 5
1 5
16
16
16
16
VCI
11
11
11
11
11
13
13
13
13
13
14
1 5
15
1 5
15
15
1 5
16
16
16
16
SAS
75
16:15 ffilDAY, DECEMBER 13, 1985
DEFIANCE COUMY PAULDING SOIL fc'ATEESHEDS-RUNOFF
PLOT = h£T)!MEL (901) YEAIt=b3
SAMPLE HOW1h DAY TIKE INTERVAL STAGE
* Kh.riN. (RI K .} (IN.)
3
7
1 5
23
29
5
13
17
23
39
43
li
11
n
u
u
u
4
u
4
u
u
a
6
6
6
fc
t
13
13
13
13
13
1
115
535
815
1055
1 255
550
630
950
1150
1710
1030
20
20
20
20
20
2^0
ieo
IfcO
240
180
1 .01
1 .90
1 .4i>
1.10
1 .70
2.80
4.00
2.00
1 .40
u.uc
o.uc
1
•
5
3 930
105
1 .50
c
r
3 1 200
210
3.70
lb
b
3 1630
270
1 .91
21
5
3 2100
180
1 .40
SAMPLE
SELir-ENT
TOTAL P
CRTEO r
KH3K
k03ti
«
COKC.
CONC.
CONC •
COKC.
COKC.
(KG/L)
(KG/L)
(RG/L)
(RG/L)
(KG/L)
3
4 2b
0.610
C.OC
0.250
0.140
7
632
O.fafaO
0.00
0.180
0.770
15
46t
0.560
C.00
0.110
0.210
23
40b
0.342
0.00
0.160
0.140
29
422
0.244
0.00
0.070
0.070
5
3254
0.660
0.01
0.140
0.000
13
4730
16.620
0.01
•
•
17
1730
2.030
0.00
0.140
C.000
23
1492
1 .blO
C.00
0.045
0.318
39
4fc5fc
5.320
C.03
0.000
0.900
43
«
1 .074
0.16
0.125
1.200
2
993
7.418
0.03
0.039
3.900
5
26 56
5.075
0.03
0.000
3.590
e
1712
l*. 860
0.10
0.000
3.310
11
1914
43.1bfc
0.03
0. 000
2.120
1«
1 6 2 b
2.6 79
C.02
0.000
2.330
18
•
•
•
9
•
1
1106
6.3*3
0.03
0.01S
0.615
6
1 304
4 . b 31
0.04
0.000
1 .190
15
474
4.636
0.02
0.000
0.888
24
44b
4 . i4c
0.02
C. 144
0.090
-------
16
16
17
17
17
16
16
1 6
18
16
18
1 e
19
i s
20
20
20
20
20
20
20
VL
16
16
17
17
17
16
16
IB
16
lb
16
1 6
19
19
20
20
20
20
20
20
20
SAS
76
16:15 FRIDAY, DECEft6t.fi 13, 1985
DEFIANCE COL NTY PAULDING SOIL hATERSHEDS-RUNOFF
I L0T = KETHKEL (901) YEAR=6 3
SAKPLF nOUh DAY TIKE INTERVAL STAGE
# Hh.KlN. (KIN.) (IN.)
27
5
3
2230
75
1.1
32
5
3
2330
660
1.0
1
11
•
•
•
•
•
•
•
•
•
•
25
•
•
•
•
•
1
t
27
IS 30
75
1 .0
3
6
27
21 30
60
13.0
I)
t
27
2400
90
11 .4
9
t
26
430
150
4.8
14
L
26
700
150
3.0
2S
6
26
1430
420
2.8
42
t
26
2100
1305
•
1
t
30
«
•
•
2
b
30
•
•
•
1
7
2
200
30
0.9
4.
7
2
230
45
1.1
4
7
2
330
45
1.1
5
7
2
4 00
45
1.0
6
7
2
430
45
0.9
7
7
2
SCO
255
0.9
23
7
2
1300
255
0.2
N03N
CONC.
(RG/L)
0.091
0.045
0.242
0.079
0.045
0.046
0.162
3.680
2.800
4.710
3.300
0.204
0.896
0.072
0.400
0.079
0.189
0.004
0.000
0.000
6.900
SAttFLE
SEtir.LKT
TOTAL P
ORTKO F
K ti 3 N
i
CG1.C .
CONC.
CONC.
CONC.
(KG/L)
(HG/L)
(KG/L)
(RG/L)
27
•
4.343
0.01
0.000
32
404
3.756
C.01
0.053
1
326
0.732
0.06
4. 770
11
•
•
•
0.000
25
•
ft
•
0.299
1
3424
3.660
0.05
1 .220
3
2496
2.566
0.02
0.476
5
1666
2.050
0.2S
0.662
9
1016
0.976
0.08
0.000
14
1 43fa0
6.051
0.07
0.000
29
1067b
7.320
0.07
0.000
42
562
0.466
0.10
0.034
1
6346
6.051
0.05
0.000
2
16524
6.394
0.05
0.000
1
1310
1.318
0.06
0.057
2
126b
1 .074
C.03
0.000
4
642
0.976
0.03
0.087
5
746
0.678
C.02
0.000
6
626
0.716
C.03
• 0.000
7
496
0.566
0.02
0.011
23
492
0.586
C.1C
0.079
-------
21
21
2 2
22
22
2 2
22
22
22
2 3
23
23
23
23
23
2'4
2*4
214
24
2*4
24
VL
21
21
22
22
22
22
22
22
22
23
23
23
23
23
23
24
24
2k
24
24
SAS
77
1 ( : 1 5 ffclDAY, DLCET.B£K 13, 1965
LLH/.hCh GOlU.T* lAl)Li,lNG SOIL '« A T L1 Sht. L'S-h UK OF }
K l.OT = fc LT HfchL (901) YLA1.=L3
SAM LI. K01.11: DAY TIM lMthVAL S1AGL
ft hh.r.lN. (Ml..) (IN.)
1
y
t
•
•
•
2
u
b
•
•
•
10
22
9 00
255
4
.b
1 .
1C
* a.
1 300
240
b
.4
20
10
22
1 700
2 4 C
4
.0
2fc
u
ij.
2100
240
2
.0
3l
1 0
23
HO
240
1
.8
44
10
2 3
LOO
1 to
1
.4
4t
1 c
2 3
700
14 20
1
.3
11
2
1 500
10S
4
.6
7
11
2
1 700
105
4
.0
1C
11
2
1 h30
105
3
.4
14
11
A.
20 30
1 21
L
. 2
1 9
11
d.
2 30 0
1 iC
1
.4
23
11
3
30
450
1
*>
• 4
11
10
1 c.' 0 G
lb
1
3
11
10
«. 0 3 0
7 b
i
.6
4
11
10
2130
41,
*.
.4
C
J
11
10
«: 200
4 5
t
.0
I
11
10
2 300
4 1
4
.4
1
11
10
i. 3 30
7 50
4
. 0
ihHL
5 L111. L M
10'l A L 1
01.ThC t
Mi 3 5.
N03K
CGI.C .
COli1
9.20 0
( .03
O.OOO
0.142
4 0 j l-
2 • 1 i. b
C .03
C.C6 9
0 .0 6 fc
<4
•
•
0.03
•
.
1^
t 90
0.14 2 5
0.15
1 .1 30
€.050
2 0
212
0.294
C .05
C.2dt
1 .790
2 b
1t4
0.100
1.05
2 . 5 G 0
2.530
30
44
0.694
C .0 3
0 *20 3
4.070
44
2 0
•
1Cfcf .00
•
.
40
•
•
•
C. 3 61
5.350
3
14 4 2
0 . (J 0 L
C .0 3
0.241
0.197
7
111
0. 7b 1
(.01
0.339
1 .7U0
10
170
0.119
0.03
G . 4 6 2
10.900
14
474
3.02b
C .03
0 . 1t 5
0.517
19
774
0.200
0.10
0.003
6.500
23
Uf:
0.1 fcb
0.04
0.414
13.600
4.
1 h'
0 .200
e.o;
0 . 0 fc 9
10.700
3
1 !.f
0.0^4
c .02
0.119
9.430
14
1 1 2
0.200
0.04
0.074
10 .400
l.
1
0.650
0.03
0.021
4 . b90
6
1 t 2
0.331
0.09
0.195
22 .200
7
i ;•,
0. 300
( .04
0.057
22.100
-------
25
25
25
25
25
25
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
VL
25
25
25
25
25
25
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
SAS
76
16:15 FF.lLAi, DtCE.IPIR 13, 19GS,
Dtl'IANCt COt M Y I'AULMNG E.OIL W A T F I SH L DS-hl'NOFF
HOT = htT i. t, f. L (901) 1LAF=63
i>Af.FU f'< (; ti 1 h LAY 11HL JNH'fcVAL STAGl
* V.h.tl*. (MK>) (IN.)
«
1 1
1 5
1 HOO
2i<0
5.6
12
11
1 5
1 6 00
225
6.14
1 9
11
1 5
21 30
300
7.0
32
11
1c
14 0 0
315
3.6
14 0
11
1 6
600
160
2.0
11
11
1 t'CO
7 5C
1 .4
2
11
19
600
90
14.6
U
1 1
19
700
60
b.U
6
11
19
600
105
6.6
11
11
1 9
1 03 C
1 50
5.6
It
11
1 9
1 300
270
U.O
29
11
1 9
1 930
210
0.6
30
11
1 9
2 COO
195
0.6
2
11
2 0
2 30
60
6.6
5
11
20
<4 30
75
2.0
I
1 1
26
53 0
bO
2.0
13
1 1
•V f
4. V
(,30
bO
2 .0
1 i
11
2 0
730
9 0
1 .6
1 9
1 1
20
930
75
0.6
26
11
26
1 600
1 20
0.14
i 7
11
26
1 33 0
1 35
2.<4
iMLL
Shi 11 LH
TOTAL \
CF.ll.O I
KK3I.
N0 3N
CGNC.
CONC.
CCML .
COKC .
CONC.
(M./L)
(fcG/L)
(f.G/L)
(KG/L)
(KG/L)
14
2 7 2 2
3.25c
6 .07b
1 .966
5.M70
1 c
31 0 fc
3.200
0.(29
C.1 31
9 .bOO
10
lift
2.1*61
0.6 29
6 .1 C1
11 .000
3 2
2vS 76
50.166
0.6 96
C.0C6
n.ooo
hC
2U
0.16b
0. C 3 9
6.C25
11.000
un
21*14
C«250
0 .06b
•
'.
2
-------
27
27
27
27
2 &
26
26
26
2b
2b
29
30
30
3G
30
30
30
30
V El
27
27
27
27
26
26
26
26
26
26
29
30
30
30
30
30
30
30
SAS
79
H:15 fhlL'f.Y, LtCEfiPfK 13, 1965
DLMAKCL COUNTY i'AOLDlKG SOIL t»ATi. KShtDS-hUN Of I
I LOT = h L'ThrEL (901) i fcAK=fc3
SAMP LL KOUTh LAY T1 r, t IKTtf.VAL STAGL
* HH .KIN. (fill<.) (IN.)
29
11
20
1 43C
90
2.0
31
11
20
1 530
75
1 .6
32
11
20
1 600
90
1 .4
37
11
2C
1 fi30
5 70
0.5
1
11
23
700
150
2.4
o
11
2 3
1 200
240
4.6
17
11
23
1 600
240
3.4
11
2 3
2 00 0
240
1 .2
i3
11
2 j
2 <4 00
195
2.4
U3
11
24
2 00
4t5
1 .0
1
1
•
12
•
5
•
9 00
•
210
•
0.9
o
12
1.
1 200
210
1 .9
21
12
5
1 600
1 2 0
1 .6
30
1 2
5
1 900
105
1 .3
31
12
5
1 930
1 95
1 .3
m
12
I
J
2 301
210
t .3
50
U
t
230
4C5
fc .9
S A f F L i.
SELlt tl.'i
TOTAL >
ORIKC I
Kh 31«
NO 3N
1
COI.C .
CONC .
COi.C .
CONC .
CONC.
at/L)
(KG/L)
(K&/L)
(.*. G/L)
(ro/L)
29
Mo
1 .394
C.166
2.120
14.900
31
t> 20
1 .01 3
0.059
0.113
12.100
32
121;
0. 575
0.149
t .OOfc
16 .400
37
51 o
0. fcOO
0 .01 6
0.059
14 .500
1
K4 0
3.330
0 . U 00
t .650
0.514
9
142
2. t-00
0.0 7b
«
•
17
•
6.250
0 .066
•
•
2 5
121*
4 .b50
0.0 6b
0.045
12.200
33
472
2.tOO
O'.l 07
0.4 91
3.160
U3
4 94
1 .569
0 . t 4u
9.370
2.990
1
31 u
•
•
•
•
1
304
5.300
0.361
1 .930
14.600
9
34t
2.013
0.066
0.0 53
10.100
21
246
3.140
0.C78
O.Ofcfc
6.300
30
•
2.963
0.076
0.096
11.000
31
2172
.
•
•
•
<41
4 4 b
3.37b
0.107
1 .040
11.700
51
2222
0. 3bci
0.2 73
3.460
11.400
-------
VL
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
VE
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
C f <-
h
bO
U:1S fhlDAY, OLCEM-EE 13, 19t>5
LkTlAKCL COlh'M PAILUNG SCIl. k A T EKSh t DS - HL'NOFI
j. lot = KML (*>01) YEAH=b4
SAM LE MOMh LAY TifU 1N 7 E E V AI, STAGE
» 11 h. KIN. (MS.) (IN.)
C U u 90Q
G H U 1000
0 H 14 110C
0 i* it 120 0
0 u (« 1300
C i, li 1«o 0
C 14 U 1 b C 0
0 H <4 UtO
0 I, I* 170 0
c u n lecc
0 u U 1 9 0 0
c U U 20 0 C
C- k H 2100
0 <« 14 2 200
(j Li b 2 300
C ^ ^ u 0 0
t «1 i. 1CI
C I; b 20 0
0 U b 3CO
1 <4 t> U 00
0 H 5 50 0
S A V. T L E SELiftM TOT A L. I
* CG.'iC. COJ'C.
(r.G/L) (r.G/L)
to i.H
tO 1 .b
t 0 1.1
to o. y
to 0 . b
to l. b
to 2.0
tO 2.2
10 2 • t
tO 2.B
to li.o
t 0 b . 0
tO b.2
tO 14. 7
tO U . 6
0 0 <4.3
10 U . b
tO <<.5
tO U.3
b 0 ; . 6
tO 3.0
0!.'!;0 F K h 3 It K 0 3 N
CC.'-C. t'ONC. CONC.
(r.t/L) (r.G/L) (ro/L)
0
0
0
0
0
0
0
0
0
0
(I
0
0
0
0
0
0
0
0
1
0
3L1 U
72!
01
1 2
-------
ttl
U:1b >F.iLAY, LLCLr.EF.h 13, 1 9t>5
PHJANCt CGIM * IAULL>If.C L 01 L W A T i K ShLLS-hl'NOFF
I 1.01 =I,L1 hf'.LL (901)
EVENT SAM LI, KC.MJi DAY 11 hi IJ.ThfcVAl SlAGh
« hh.rit. . (, 1 h.)
2.2
1 .a
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.6
1 .2
1 .e
3.0
3.0
2*2
2 • 2
3.1
3 .0
d. • *4
1 .6
1 . 3
K H 3 I. N 0 3 N
CCNC. CONC.
(r.t/L) (KC/L)
31 0
31 0
31 C
31 0
31 0
31 0
31 0
31 C
31 0
31 C
31 0
31 0
31 0
31 C
31 0
31 C
31 0
31 0
31 0
31 0
31 0
31 0 U b 600 fcO
31 0 h b 700 60
310 u I 600 60
31 0 ^ I 900 6C
31 0 u 5 100 0 tO
31 0 H b 1100 60
31 0 U S 1 2 0o 60
31 C u I 1300 6 0
31 0 U I 1 1+00 60
31 0 ^ L 1bOO 60
31 0 U b 1 600 6 0
31 0 u i, 1700 60
31 0 ti L 1600 6C
31 0 14 b 1 90 0 6 0
31 0 U b <.000 CO
31 0 14 5 1:100 60
31 0 ti I *200 60
31 0 1+ i, J 30 0 60
31 0 S 2*400 60
31 0 U 6 10 0 60
31 0 U l 20 0 6 0
EVENT SAM LL SUJf.LNT 'I01AL P Lb.110 I
* COKC. CONC. CC1.C.
(r.O/i) IKG/L) (r,G/L)
-------
VE
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
32
32
VE
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
SAS
82
1C:1t fElCAY, DECEf.H.h 13, 1905
DEFIANCE COUNTY 1'J.ULDING SOIL b A11 !•. SK F L-S - hi) N 0 IT
I LOT = i.LTiiKtL (901) YF,Afc = bU
SAKFLE MOM I. DAY T] f.-t INTERVAL STAGE
* HK.ril.. (K1K.) (IN.)
0
c
0
o
0
0
c
c
c
c
(•
0
c
0
1
c
0
0
0
0
0
u
t4
*4
i,
li
u
u
u
n
u
k
i*
14
u
u
li
1,
L,
ft
n
6
6
6
t
t
t
6
6
6
t
t
L
t
b
0
t
L
1
t,
1 L
1b
300
i*CO
too
too
700
too
90 e
100 0
1 ICO
1 210
1 300
1 *.00
1 iOi
1 600
1 70C
1 £ CO
1 500
2 000
2100
1 3C0
1 U 0 0
to
to
to
CO
CO
oO
CO
to
to
to
to
CO
tc-
CO
to
60
to
10
60
CO
CO
1 .0
1 .0
0.*
0.9
0 . t
o .e
C.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0 . c
3. C
2 • b
S/M'lE
«
0
Cf
0
0
0
0
0
0
0
0
c
0
0
0
0
c
t
c
c
c
c
13em
CCNC .
(KG/L)
TOTAL P
CONC .
(MG/L)
OKI HO I
CONC .
(KG/L)
l»h 3h
COKC .
(f.G/L)
NC3 K
COKC.
(r.G/i)
-------
tVfc
32
32
32
32
32
32
32
32
3 2
32
32
32
32
32
32
32
32
32
32
32
32
LVE
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
SAS
63
16:15 F h I DA Y , DtCtf, ttR 13, 19 Bb
DU'l ANCL C 0 li !• 1 1 PAlLulNG liOll A T K K S H L l< S - R U N 0 F F
1 lO'I =hLThrtL (yt'l) *LAh=bU
SAfnil f'.OKTr: LA* TIKE INTERVAL SI AG*
» hii.riN. (KIN.) (IN.)
0
0
0
0
0
c
0
0
0
0
0
0
0
0
('•
0
0
1
0
0
0
u
u
u
u
u
k
u
i,
u
k
k
u
n
L,
u
k
k
Li
u
u
1 5
1 b
1 b
1 b
1b
1 b
1 b
1 b
1 5
I b
It
II
1 t
1 t
1 6
U
u
1 c
16
1 6
1 6
1 SCO
1 coo
1 700
1 bOO
1 yoo
2 0 C 0
2100
2200
J. 3C0
2 U ( 0
100
200
300
«00
500
too
700
bOO
900
1 000
1100
60
to
to
tc
to
to
to
to
to
60
60
60
to
tc
60
60
60
6 0
6 0
6 0
6 0
U. 2
5 .C
3. a
2.7
3*6
3.8
3 .U
2.7
4 . S
2.2
1 .9
1 .9
1 .6
1.7
i .e
1 .6
2.2
<4 .U
2.2
1 .2
1 .1
SAQLL
t
0
0
c
0
0
0
0
0
0
0
c
c
0
0
0
0
0
1
0
0
c
stiirm
coi.c.
IKG/i.)
1 32
TOTAL
CONC.
(KG/I)
I
350
OK
CO
(K
hO 1-
C.
/D
I 1b
N H 3 K
COMC.
(ttG/L)
12
NU3h
CONC.
(t,G/L)
11
-------
VL
32
32
3 2
32
32
32
32
32
32
32
33
33
33
33
33
33
33
33
33
33
33
VL
32
32
32
32
32
32
32
32
32
32
33
33
33
33
33
33
33
33
33
3 3
3 3
hi. S
bU
16:15 ffclLAY, DLCLf.ElR 13, 1 9b5
DUl/.NCl COt Mi TAULLING SCI I W/.TM-.SIiU/S-I.l'NCFT
1 l Dl = htl h!.F.L (901) Y E A F = b U
S A in L L
«
ft CM H
L Ai
TIM
Hh.r IN.
IKTLhVAL
-------
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
VE
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
i AS
85
U:1b n.llAY, DLCEMbLh 13, 19BS
Di.HAI.CL CDIMK 1AULMJ.G SOIL WAUKShE LS-KUhCF»
i IX1 -f. h 1 h." i. L ('JO 1) } E A I . = b <4
S A K i- L f riGl.1}; IAY TIKE I K 7 L i. V A L ST ACL
* Hh.riK. (HI.1.) (1K •)
c
G
0
0
0
c
0
c
0
c
0
0
0
c
o
L
0
I'
0
o
c
u
U
u
t.
u
u
u
t,
i,
u
u
k
i,
c,
u
i,
1,
u
1 7
1 b
^ t
1 b
1 b
1 6
1 b
1 fc
1 o
1 fc
1 b
1 b
1 b
1 b
1 b
1 c
1
1 b
1 b
1 b
1 b
2U00
100
200
300
U00
i CO
600
700
6 00
9 00
1 000
1 100
1 200
1 300
moo
ic o
1 too
1 7 00
1 fcOO
1 900
10 CO
to
to
tO
tc
to
to
to
to
to
to
to
to
tc
to
to
t 0
to
to
to
to
to
1 .5
1 .3
1.1
1 .0
0.9
0.9
0.9
0.9
1 .0
1 .0
1 .0
1 .0
1 .0
0.9
0. fc
0.7
0.7
0 .t
o.t
0 ,i»
O.b
5 A !'. i 1
«
C
c
0
0
c
0
0
0
0
0
0
0
0
0
0
G
0
0
0
0
0
5 L i J f'11.1
COI.C .
(r.t./i)
TOTAL I
CGKC.
(r.c/L)
CO
(f.
i.e. r
c .
~ L)
N n 3 K
COI.C .
(KG/L)
NC3N
CONC .
(KG/L)
-------
5 A 5
tit
H:1b FMLAY, LtCtr.fcKfc 13, i 9b5
DtHAhCL COLhTY I'AULL'ING SOIL k A Tt J SHI L£-h UN OFF
HOI = H i. T HK KL (901) Y t A h = b 4
LVtNl SAf.Fl.l LAY TIKI lNltf.VAl STAGh
# Hh.riti. (r.l K.) (IK.)
33
33
33
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
0
0
L
0
0
0
0
0
o
0
0
c
0
e
o
0
1
o
0
c
4
u
14
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
lb
1 G
1 6
2 2
22
•*» •
2 c
a! 41
22
2/
22
22
2 /.
22
* 4
22
22
22
4. sl
23
2100
2200
2 3 C 0
e c o'
900
1 coo
1100
1 20 0
1 300
1 4 CO
1 5>00
1 too
1 700
1 fcOO
1 9 0C
2 000
21 01
2200
2 300
2400
100
60
to
60
CO
to
to
to
to
LO
to
to
to
to
to
to
to
to
to
to
to
to
0.4
0.4
0.4
3.0
fc .2
t.2
9.0
1b.4
11 .2
12.2
15.4
9.4
t .4
4.2
i • t
1 .4
1 .2
1 .2
1 .2
1 .2
1 .2
tVLM
33
33
33
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
sai;i Lf
*
0
0
0
0
0
0
0
0
c
0
0
0
0
0
c
0
0
0
0
0
0
SEi/lMM
cc;i
-------
I VE
3<4
3<*
3U
3*4
3H
3M
3<4
•
0
0
c
0
0
0
G
0
(J
C
0
0
0
tVL
34
3H
3k
3«
3U
34
34
•
0
0
0
0
0
0
0
0
0
0
0
S AS
87
U : 1 b FR1TAY, DLCEfltFh 13, 1965
I'tHAUL CGUi.'i* *'AOLi>U.G SOIL WATthShFLS-hUNOFF
ILOl = K f. T h f. t. L (SU 1) KEAI=fcU
SKl.tLL MGl.Th DA* TIKF INTERVAL ST/.Gfc
# K1;. f 1N. (rih.) (It'.)
0
0
0
o
0
u
1
0
c
0
c
t
0
0
0
0
0
0
0
0
i,
u
U
I*
li
u
*4
u
i,
u
k
U
li
i*
u
t,
K
t.
u
14
4 3
23
^ j
23
23
23
2 3
23
2 3
23
23
t 3
2 3
2 i
23
2 3
2 3
2 3
2 3
23
2 3
200
3C0
14 00
LOO
6 CO
700
too
I 030
II 30
1 230
13 3 0
1430
1 i.3 0
U 30
1730
1130
1 'j 3 0
20 30
2130
^2 30
2 33 0
CO
LO
60
tO
t-0
t>0
to
to
to
to
to
to
to
bO
tc
to
to
to
to
to
to
1.2
1 .2
1.2
1.2
1.2
1 .*2
1.2
1 .0
3.2
2.0
3.4
3.5
U. 2
3.8
3.«
3.3
3.2
3.5
2.6
2.0
1 .9
SAMi LI
*
5 L L 2 i\ L M
cor I .
(M-/1)
TOTAL
C 0 C .
GhlhO F
C U h c.
(KC/L)
b»; 31
COKC.
(f.G/L)
N03N
COKC.
(F.G/I)
C
c
c
0
0
0
1
11CJ 0
11
3fc
10
0
c
c
0
0
0
0
c
0
0
G
-------
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
E
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
SAS
16:15 FRIDAY, DECEMBER 13,
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT = RETHMEL (901) Y£AF=84
SAMPLE
«
HONTH
DAY
TIHE
HB.MIN.
INTERVAL
(flIN.)
STAGE
(IN.)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
0
0
c
SAt.i LE
f
0
c
0
c
0
0
0
G
0
0
0
0
0
0
0
0
0
0
0
0
0
<4
u
4
U
u
u
,4
u
4
4
4
u
a
it
4
4
u
(4
U
4
SEDIMENT
COhC •
(KG/L)
24
24
24
2*4
24
2U
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
30
130
230
330
430
530
630
730
830
930
I 030
II 30
1 230
1 330
1430
1 530
1 630
1 730
1 630
1930
2030
TOTAL F
CONC .
(KG/L)
60
60
60
60
60
60
60
60
60
60
60
60
to
60
60
60
60
to
to
60
60
ORThO
CONC.
(KG/L)
2.0
3.0
3.4
3.0
2.1
1.8
1.7
1 .6
1.5
1.5
1 .3
1 .2
1 .2
1 .1
1 .0
0.6
0.6
0.8
0.6
0.8
0.7
J»K 3N
CONC.
(HG/L)
NG3k
CONC.
(KG/L)
-------
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5
5
5
£
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
SAS
89
16:15 FRIDAY, DECERBEB 13, 1965
DEFIANCE COUNTY PAULDING SOIL HATERSHEDS-RUNOFF
PLOT = HETHMEL (901) Y EA R=6U
SAttPLE nONTH LAY TIKE INTERVAL STAGE
I HR.KIN. (HIN.) (IK.)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
2
4
a
ti
n
u
u
u
u
k
u
u
u
u
u
k
u
n
u
I
24
24
25
25
2b
25
25
25
2?
21
27
27
27
27
27
27
27
20
20
20
2130
2230
2330
30
1 30
230
330
430
530
630
730
630
930
1030
11 30
1 230
1 330
1 430
1100
1 200
1 300
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
0.7
0.6
0.5
0.5
0.5
0.4
o.a
0.4
0.3
5.8
5.14
2.6
2.0
1 .6
1 .6
1 .5
1 .2
0.2
4.4
4.4
<4.0
SAKFLE
ft
SEDIMENT
COKC.
(KG/L)
TOTAL
CONC.
(MG/L)
ORTKO
COKC.
(MG/L)
KH3N
CONC.
(KG/L)
N03 N
CONC.
(«G/L)
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
1
2
Ubb3
7
25
125
000
335
1 25
00
00
7
ft
54
70
-------
35
35
35
35
35
35
35
35
36
36
36
36
36
36
36
37
37
37
37
37
37
EVE
35
35
35
35
35
35
35
35
36
36
36
36
36
36
36
37
37
37
37
37
37
SAS
90
16:15 FRIDAY, DECEHBER 13, 1905
DEFIANCE COUNTY PAULDING SOIL tf ATERSHEDS-RUNOFF
PLOT=RETHHEL (901) YEAR-84
SAKPLE HOKTH DAY TIME INTERVAL STAGE
t KR.KIN. (HIN.) (IN.)
3
5
20
1400
60
4.6
4
5
20
1500
60
5.8
5
5
20
1600
60
4.0
6
5
20
1 700
60
2.0
7
5
20
1800
60
1.2
6
5
20
1900
60
0.8
0
5
20
2000
60
C.6
0
5
20
2100
60
0.6
0
t
-J
21
1 800
60
4.6
1
5
21
1900
60
2.0
2
5
21
2000
60
1.1
3
5
21
2100
60
0.8
0
5
21
2200
60
0.6
0
5
21
2300
60
0.6
0
5
21
2400
60
0.5
0
C
fj
22
2300
60
8.2
0
h
22
2400
60
7.4
0
I
23
100
60
5.4
1
t.
23
200
60
3.6
2
c
23
300
60
2.8
3
b
23
400
60
2.2
LKPLl
SLL>3 KENT
TOTAL P
ORTHO F
KH3N
N03N
CONC.
CONC.
COKC.
CONC.
CONC.
(KG/L)
(KG/L)
(KG/L)
(KG/L)
(MG/L)
3
16690
30.875
0.1150
0.12
11 .30
4
66640
1 34 *630
0.0700
0.20
6.14
5
290370
0.880
60.0000
20.00
0.51
6
150220
57.000
0.1000
0.32
11 .60
7
1 6560
23.000
0.2200
0.12
24.10
6
95600
36.250
0.1850
0.20
14.80
0
•
•
•
•
•
0
»
•
•
•
•
0
9
•
•
•
•
1
45550
68.250
0.1000
0 .24
15.30
2
3S540
55.750
0.1200
0.04
20.70
3
84460
116.510
0.1300
0.16
17.80
0
•
•
•
•
•
0
•
•
•
•
ft
0
•
•
•
•
•
0
•
•
•
•
•
0
•
•
•
•
•
0
•
•
•
•
•
1
34300
63.380
0.1250
0.28
9.77
2
1 3460
18.880
0.0800
0.28
14.40
3
7100
10.630
0.1350
0.20
16.40
-------
37
37
36
36
36
36
36
36
36
36
36
36
39
39
39
39
39
VE
37
37
37
37
37
37
36
36
36
36
36
36
36
36
36
36
39
39
39
39
39
SAS
91
16:15 FRIDAY, DECEHBEB 13, 1965
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT-RETHHEL (901) YEAR=84
SAMPLE HOKTH DAY TIME INTERVAL STAGE
« HR.MIN. (MIN.) (IN.)
4 5 23 500 60 1 .6
5 5 23 600 60 1.3
0 5 23 '700 60 1 .1
0 5 23 600 60 0.9
0 5 23 900 60 0.9
0 b 23 1000 60 0.6
0 5 25 2330 60 7.0
1 b 26 30 60 9.4
2 b 26 130 60 5.6
3 5 26 230 60 6.2
a 5 26 330 60 3.6
5 b 26 4 30 60 2.1
6 I 26 530 60 1.2
0 b 26 630 60 C.6
0 5 26 730 60 0.4
0 b 26 630 60 0.3
1 b 2b 1500 60 7.6
2 b 26 1600 60 4.0
0 5 2b 1700 60 2.0
0 5 26 1800 60 1.1
6 5 26 1900 60 0.6
SAMFLE StDlKENT TOTAL F
I COhC. COKC.
(MG/L) (MG/L)
a 25510.0 26.2500
5 31660.0 55.0000
0
0
0
0
0
1 <471 60.0 15.8500
2 24390.0 15.6300
3 16660.0 16.0000
4 10290.0 12.3750
5 9240.0 11.6300
6 61540.0 27.0000
0
0
c
1 5600.0 314.5000
2 20015.0 25.2600
0
0
6 54250.0 60.3000
ORTHO P KH3N N03N
CONC. CONC. CONC.
(MG/L) (MG/L) (MG/L)
0.0900 0.66 23.90
0.0250 0.00 25.90
. . •
. . .
. . .
. . .
. . •
0.0600 0.00 9.50
0.0750 0.16 11.40
0.0350 0.24 10.30
0.0350 0.00 12.60
0.0400 0.06 11.50
0.0650 0.20 23.40
• I •
• • •
• • •
0.0600 0.00 2.95
0.0450 0.24 10.60
• . .
• . .
0.0150 0.04 19.40
-------
SAS
92
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTX PAULDING SOIL UATERSHEDS-RUNOFF
PLOT=RETHMEL (901) IEAR=84
VENT
SAMPLE
MONTH
DAY
TIME
INTERVAL STAGE
«
HK.M1N
(MIN.)
(IN.)
39
7
5
26
2000
60
0.6
39
0
5
26
2100
60
0.6
39
0
5
26
2200
60
0.5
40
1
9
16
530
60
2.8
uo
2
9
16
630
60
0.3
uo
3
9
16
730
60
0.2
41
C
9
17
930
60
2.0
ai
0
S
17
1 030
60
0.2
U1
1
9
17
1 130
60
0.1
42
0
10
15
1 500
60
0.2
4 2
0
10
1 5
1 600
60
0.2
42
0
10
15
1 700
60
0.2
42
c
10
1 5
1 800
60
0.2
42
0
10
15
1 900
60
3.6
42
1
10
1 5
2000
60
4.0
4 2
2
10
15
21 00
60
3.0
42
3
10
15
2200
60
2.0
42
4
10
1 5
2300
60
1 .5
42
5
10
15
2400
60
1 .2
42
6
10
16
100
60
0.9
42
7
10
16
200
60
0.7
i VENT
SAMPLE
SELIKENT
TOTAL P
ORlhG P
KH3K
NG3N
*
COKC.
CONC.
CONC.
CONC.
CONC.
(MG/L)
(KG/L)
(KG/L)
(KG/L)
(MG/L)
39
7
2 5060*0
14.3300
0.0150
0.72
o
o
•
CD
e**
39
0
•
•
•
•
•
39
C
•
•
•
•
•
40
1
1501C.0
10.6800
0.0382
0.63
20.80
40
o
4
5540.0
8.5600
0.0524
0.86
34.90
40
3
4410.0
6.7800
0.0382
0.65
23.70
41
0
•
•
•
~
•
41
0
•
•
•
•
•
41
1
390.0
6.6000
0.0488
0.93
¦w*
%
CD
42
0
•
•
•
•
•
42
c
•
•
»
•
•
42
c
•
•
•
•
•
42
0
•
•
•
•
•
42
0
•
•
•
•
•
42
1
5303.3
5.5330
0.0275
0.90
23.10
42
2
2076.7
3.4760
0.0382
0.02
^5.30
42
3
252 3.3
2.7110
0.0000
29.90
54.70
42
4
1143.3
1 .3770
0.0417
0.16
74.00
42
5
693.3
0.8640
0.0275
0.10
84 .30
42
6
240.0
0.3825
0.0417
0.10
56. 30
42
7
263.3
0.3145
0.0275
0.46
1C2.00
-------
SAS
93
16:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL HATERSHEDS-RUNOFF
p LOT = R ETHfl EL (901) YEA R=64
EVENT SAMPLE MONTH DAY TIT L INTERVAL STAGE
* HR.M1N. (MIN.) (IN.)
42
6
10
It
300
60
0.5
42
0
10
16
400
60
O.tl
42
0
10
16
500
60
0.4
a 2
0
10
1 6
600
60
0.3
42
0
10
1 6
700
60
0.2
42
0
10
1 6
600
60
0.2
43
1
10
21
100
60
1 .3
43
2
10
21
200
60
1.0
43
3
10
21
300
60
o.e
43
<4
10
21
400
60
1 .4
43
5
10
21
500
60
1 .6
43
6
10
21
600
60
1 .2
43
7
10
21
700
60
1 .0
43
8
10
21
800
60
0.9
43
9
10
21
900
60
0.6
43
10
10
21
1 000
60
0.6
43
C
10
21
11 00
60
0.5
43
0
10
21
1 2C0
to
0.4
43
c
10
21
1 300
60
0.3
43
0
10
21
1400
60
0.2
44
0
11
1
1 200
60
0.2
SVENT
5 A HI L £
SLLlfcti.T
TOTAL F
ORThO
P
NH3K
K03N
*
COhC.
(KG / L)
COKC.
(MG/L)
CONC.
(MG/L)
CONC.
(MG/L)
CONC.
(MG/L]
42
b
•
•
•
•
•
42
C
•
•
•
•
•
42
0
~
•
•
•
•
42
C
•
•
•
•
•
42
0
•
•
•
•
•
42
0
•
•
•
•
•
43
1
6050.0
5.3700
0.0311
0.62
16.6
43
2
4035.0
3.7100
0.0311
0.16
24.6
43
3
161-3.0
1 .7170
0.0311
0.00
47.8
43
4
1C17.0
1 .1560
0.0311
0.00
57.5
43
5
9It. 7
1 .0260
0.0346
1 .09
62.9
43
6
mt.i
0 .7460
0.0382
0.16
72.5
43
7
253.3
0.3570
0.0346
O.OC
79.1
43
B
2t 3.3
0.2550
0.0311
0.31
62.9
43
9
1 C 3 . 3
0.1955
0.0311
0 .47
87.3
43
10
120.0
0.31 US
0.0346
0.6 6
125.0
43
0
•
•
•
•
•
43
0
•
•
•
•
•
43
0
•
•
•
•
•
43
0
•
•
•
•
•
414
0
•
•
•
•
-------
SAS
16:15 FRIDAY, DECEMBER 13, 1905
DEFIANCE COUKTI PAULDING SOIL WATERSHEDS-RUNOFF
PLOT=RETHMEL (901) YEAR=84
EVENT SAMPLE MONTH DAY TIRE INTERVAL STAGE
t HR.M1N. (HIN.) (IN*)
44
0
11
1 1 300
60
0.3
44
0
11
1 1400
60
0.3
44
0
11
1 1 500
60
0.8
<44
1
11
1 1600
60
0.8
44
2
11
1 1 700
60
1 .9
44
3
11
1 1 800
60
1 .5
44
4
11
1 1900
60
1.6
44
5
11
1 2000
60
1.2
44
6
11
1 2100
60
0.9
44
7
11
1 2200
60
0.6
44
6
11
1 2300
60
0.4
44
9
1 2400
60
0.3
44
0
11
2 100
60
0.2
45
0
11
10 1900
60
1.0
45
C
11
10 2000
60
1.0
45
c
11
10 2100
60
1 .0
45
1
11
10 2200
60
7.7
45
2
11
10 2300
60
6.0
45
3
11
10 2400
60
4.6
45
4
11
11 100
60
4.2
45
t
w
11
11 200
60
7.0
VENT
SAMPLE
SEDIKEM
TOTAL P
ORTKO
{'
NK3N
N03N
1
COKC.
CONC.
CONC.
CONC.
CONC.
(r.G/L)
(ttG/L)
(BG/L)
(KG/L)
(MG/L)
44
0
•
•
•
•
•
44
0
•
•
•
•
•
44
0
•
•
•
•
•
44
1
6100.0
6.9400
0.0311
4.10
38.4
44
2
2010.0
2.5160
0.0609
0.86
86.7
44
3
693.3
1 .0200
0.0346
0.43
96.9
44
4
400.0
0.5610
0.0346
0.22
101 .0
44
5
330.0
0.3910
0.0311
1 .30
109.0
44
6
290.0
0.3230
0.0311
0.43
116.0
44
7
270.0
0.2360
0.0417
0.43
121 .0
44
6
230.0
0.161b
0.0311
0.00
122.0
44
9
•
•
•
•
•
44
C
•
•
•
•
•
45
0
•
•
•
•
•
45
0
•
~
•
•
•
45
0
•
•
•
•
•
45
1
632 .0
1 .2750
0.0000
0.00
69.0
45
*>
4195.0
5.4480
0.0000
0.16
27.0
45
3
2262.5
2.5160
0.0000
0.16
34.9
45
4
1462.5
1.9630
0.0000
0.00
44.7
45
5
620.0
0.6205
0.0000
0 .00
50.4
-------
S AS
95
16:15 FRIDAY, DECEMBER 13. 1905
DEFIANCE COUNTY PAULDING SOIL UATERSHEDS-RUNOFF
PLOT =K ETBH EL (901) YEAR=84
EVENT SAMPLE MONTH DAY TIKE INTERVAL STAGE
t HR.BIN. (KIN.) (IN*)
45
6
11 1
1 300
60
7.8
45
7
11 1
1 400
60
7.8
45
0
11 1
1 500
60
8.0
45
9
11 1
1 600
60
7.0
45
10
11 1
1 700
60
5.2
45
11
11 1
1 800
60
4.4
45
12
11 1
1 900
60
5.4
45
13
11 1
1 1000
60
6.7
45
14
11 1
1 1100
60
5.8
45
15
11 1
1 1200
60
5.0
45
16
11 1
1 1300
60
4.5
45
17
11 1
1 1400
60
4.1
45
lb
11 1
1 1500
60
3.6
45
0
11 1
1 1600
60
3.2
45
0
11 1
1 1700
60
2.7
45
G
11 1
1 1800
60
2.3
45
0
11 1
1 1900
60
2.1
45
0
11 1
1 2000
60
1 .8
45
0
11 1
1 2100
60
1 .6
45
0
11 1
1 2200
60
1 .4
45
0
11 1
1 2300
60
1.2
EVENT
SAMPLE
SFDIKENT
TOTAL P
ORTHO P
KH3N
N03N
*
COKC.
CONC.
CONC .
CONC.
CONC.
(KG/L)
(MG/L)
(KG/L)
(B G/L)
(MG/L)
45
6
7*5.0
0.8925
0.0000
0.16
50.4
45
7
1fcfc5.0
2.2350
0.0346
0.16
25.7
45
0
•
•
•
•
•
45
9
131 7.5
1.6830
0.0346
0.00
26.5
45
10
895.0
1 .0030
0.0275
0.00
28*4
45
11
790.0
1.0200
0.0488
0.00
32.9
45
12
660.0
0.8160
0.0311
0.00
34.4
45
13
455.0
0.5865
0.0346
0.32
34.9
45
14
355.0
0.4675
0.0346
0.16
32.7
45
15
500.0
0.3655
0.0346
0.00
29.7
45
It
277.5
0.3230
0.0346
0.63
28.8
45
17
275.0
0.3910
0.0346
0.00
35.1
45
18
192.5
1 .9970
0.0311
0.32
36.7
45
0
•
•
•
»
•
45
0
•
•
•
•
•
45
0
•
•
•
«
•
45
0
•
•
•
•
•
45
0
•
•
•
•
•
45
0
•
•
•
•
•
45
0
•
•
•
•
•
45
c
•
•
•
•
•
-------
5AS
16:15 FRIDAY, DECEMBER 13,
DEFIANCE COUNTY PAULDING SOIL HATERSHEDS~RUNOFF
PLOT=RETHHEL (901) YEAF=84
EVENT SAMPLE MONTH DAY TIKE INTERVAL STAGE
« NR.r.IK. (WIN.) (IN.)
4 5
0
11
11
2400
60
1 .0
4 5
0
11
1 2
100
60
0.9
4 5
0
11
1 2
200
60
0.7
4 5
0
1 2
300
60
0.6
15
c
11
1 2
400
60
0.4
U 5
0
11
1 2
500
60
0.2
06
0
11
1 5
1 000
60
1 .0
46
1
11
1 5
1 1 00
60
2.6
4 6
2
11
1 5
1 200
60
2.6
a 6
3
11
1 5
1 300
60
2.3
at
4
11
1 5
1 400
60
1.6
4 6
5
11
1 5
1 500
60
1 .4
46
6
11
1 5
i too
60
1 .0
<46
7
11
1 5
1 700
60
0.6
46
b
11
1 5
i eoo
60
0.4
46
C
11
1 5
1900
60
0.3
at
C
11
1 5
2000
60
0.2
4 7
0
1 1
2b
600
60
0.8
47
1
11
2b
700
60
1 .5
4 7
4
11
26
6C0
60
2.1
47
3
11
2b
SCO
6 0
2.2
EVENT
SAKT Lt
SLDIKEM
TOTAL V
ORTliO F
NH3N
N03K
i
CONC .
(f.G/L)
CONC.
(MG/L)
CONC.
(MG/L)
CONC.
(MG/L)
CONC.
(MG/L)
as
0
•
•
•
•
•
45
0
•
•
•
•
•
US
c
•
•
•
•
•
45
0
•
•
•
•
•
45
c
•
•
•
•
•
45
c
•
•
•
•
•
46
0
•
•
•
•
•
46
1
1933.3
2.3970
0.0417
0.00
52.8
46
—1
1490.0
3.2640
0.0000
0.32
U7.9
46
3
1593.3
1.9970
0.0000
0.00
55.0
46
4
640. 0
1.0290
0.0000
0.32
55.5
46
b
353.3
0.4060
0.0417
0.00
61.2
46
b
29C.0
0.3230
0.0417
0.20
65.6
46
7
376.7
C. 4060
0.0453
0.00
69.6
4b
fc
276.7
0.2605
0.04b6
0.76
69.7
4 C
C
•
•
•
•
•
46
C
•
•
•
•
•
47
0
•
•
•
•
•
47
1
1906.7
3.9270
0.0417
1 .06
62.1
47
2
1486.7
1.8530
0.0275
0.22
61 .9
4 7
3
1336.7
1.6060
i; .0453
1 .06
62.1
-------
SAS
97
16:15 FBIDA7 t DECEKBEB 13, 1985
DEFIANCE COUNTY PAULDING 50IL WATERSHEDS-RUNOFF
PLOT=BETHttEI (901) YEAti=84
EVENT
SAMPLE
HOKTii
DAI
TIKE
INTERVAL
STAGE
«
HR.HIN
(HIN.)
(IN.)
47
<4
11
28
1000
60
2.0
47
5
11
28
1100
60
1 .5
47
6
11
28
1 200
60
1.2
4 7
7
11
28
1 300
60
0.9
47
8
11
28
1 U 00
60
0.7
U7
9
11
28
1 500
60
0.6
47
10
11
28
1800
60
0.5
U 7
0
11
26
1 700
60
0.4
14 7
0
11
28
1800
60
0.4
4 8
0
12
2
2300
60
1.2
<46
1
12
2
2<4 00
60
1.8
48
2
12
3
100
60
1.8
3
12
3
200
60
1 .4
<46
4
12
3
300
60
1.1
48
5
12
3
aoo
60
0.9
48
6
12
3
500
to
0.7
<48
7
1 2
3
800
60
0.5
<48
b
12
3
700
to
1.4
<48
0
12
3
800
60
1.7
48
9
1 2
3
900
60
1 .0
<48
C
1 2
3
1 000
60
0.2
EVENT
SAMPLE
SELJf.ENT
TOTAL P
OKTh'O P
NH3N
N03N
#
CONC.
CONC.
CONC.
CONC.
CONC.
(KG/L)
(MG/L)
(KG/L)
(KG/L)
(RG/L)
»47
t)
fc 83 • 3
1 .04 50
0.0346
0 .66
68.8
U 7
i>
953.3
1 .5380
0.0000
0.86
75.5
<47
C
L53.3
0.9608
0.0000
0.65
76.6
<47
7
653.3
1 .<4280
0.0362
1 .08
84.6
<47
fc
866.7
1 .8190
0.0000
0.43
96.1
<47
9
553.3
1 .6150
0.0000
0.65
83.9
<47
10
530.0
1 .6060
0.0346
1 .30
96.6
47
C
•
•
•
•
•
<47
0
•
•
•
•
#
<48
G
•
•
•
•
•
<4 8
1
259 0*0
3.0510
0.0000
0.65
65.1
<46
4
1740.0
2.0990
o.ocoo
0.22
72.7
<48
3
1010.0
1.2660
0.0000
0.43
81 .1
48
H
678.7
0.8840
0.0000
0.00
58.0
<46
5
975.0
0.7140
0.0000
0.00
61 .5
4 8
t
390.0
0.4625
o.ocoo
0.16
60.4
<46
7
290.0
0.4 420
0.0000
0.16
65.1
<48
fc
<~20.0
0 .4 71C
4.4820
0.16
74.1
<40
0
•
•
•
•
•
ue
9
296.7
0.3995
2.5390
0.32
75.6
<48
0
•
•
•
•
•
-------
50
50
50
50
50
50
50
50
50
50
50
50
51
51
51
51
51
51
51
VE
»49
50
50
50
50
50
50
50
50
50
50
50
50
50
51
51
51
51
51
51
51
SAS
98
16:15 FRIDAY, DECEHBEB 13, 1905
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT = RETHMEL (901) YEAF.=85
SAMPLE BOhTK DAY TIHE INTERVAL STAGE
« HR.KIN. (HI*,.) (IN.)
1
1
2
3
H
5
6
7
6
9
10
11
1 2
1 3
1
4.
1
d.
3
U
5
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
u
<4
M
14
14
<4
<4
14
14
14
14
14
1000
1100
1 200
1300
1 *4 00
1 500
1 600
1 700
1 800
1900
2000
21 00
2200
900
1 000
900
1 COO
1 100
1 200
1 3C0
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
0,
0,
2.
7,
12
7,
11 ,
10.0
7.1
,5
9
1
,5
0.2
1.7
0
1
3
3.
k, •
SAMPLE
»
1
1
2
3
U
5
6
7
6
9
10
11
12
13
1
C
1
'i
4k
3
14
5
SEMKENT
CONC .
(KG/L)
556
21 7b
3fiU 3
30143
5396
565C.0
50S6 .6
1451 0. 0
11207.0
36 5 3
2636
25140
2256
3
6
,0
, 6
3 fc C 0 . 0
3656 . 7
6fr66. 7
14903 .3
114700 .0
TOTAL P
ORTh'O P
KH3N
N03N
CONC.
CONC .
CONC .
CONC.
(KG/L)
(KG/L)
(MG/L)
(KG/L)
0.1955
0.070
0.230
2 .<49
1.1980
0 .026
0.230
6.39
2.1431 0
0.000
0.080
6.99
3.8160
0.051
0.390
7.30
3.26U0
0.000
0.060
8.39
5.14M80
0.022
0.080
8.70
5.141400
0.029
C.000
7.69
U.9130
0.037
0.230
6.63
<4.6490
0.000
0.170
8.93
9.0760
0.000
0.080
10.80
M.2141 0
0.033
0.0 8C
10.90
2.7790
0.000
0.000
11 .30
2.U390
0.000
0.1 60
11.10
2.2690
•
0.000
•
0.390
•
12.70
•
•
1 0.1 1400
•
0.051
•
0.000
•
10.80
12.5600
0.01414
0.000
12.00
16.6300
0.033
0.000
13.70
16.0300
0.033
c.000
15.1*0
1 7 . 5900
0.022
0.000
15.10
-------
51
51
51
51
51
51
51
51
51
51
51
51
52
52
52
52
52
52
52
52
52
EVE
51
51
51
51
51
51
51
51
51
51
51
51
52
52
52
52
52
52
52
52
52
SAS
99
16:15 FRIDAY, DECEHBEB 13, 1985
DEFIANCE COUNT* PAULDING SOIL WATERSHEDS-RUNOFF
PLOT= RETHHEL (901) YEAR=85
SAKFLE
HOKTH
DAY
TIKE
INTERVAL
STAGE
*
Hfi.KIN
(tllN.)
(IN.)
6
3
1 1
1«00
60
2.5
7
3
1 1
1 500
60
2.1
6
3
1 1
1600
60
1 .6
9
3
1 1
1 700
60
1 .7
10
3
1 1
1800
60
1 .14
11
3
1 1
1 900
60
1 .3
12
3
1 1
2000
60
1 .1
13
3
1 1
2100
60
1 .7
1<1
3
11
2200
60
1 .5
15
3
1 1
2300
60
1 .6
U
3
1 1
2U00
60
1 .7
17
3
1 2
100
60
1 .3
1
3
2b
600
60
0.7
2
3
26
900
60
2 .14
3
3
2 b
1 000
60
3.2
14
3
2b
1 1 00
60
14.14
b
3
2 k
1 200
60
5.2
L
3
2b
1 300
60
5.6
9
3
2b
1 600
160
1 .0
10
3
2b
1 700
60
0.14
11
3
2b
1 800
60
3.6
SAKPLL
SELIKLM
TOTAL t
ORTKO P
NH3N
N03N
*
CONC.
CONC.
CONC.
CONC.
CONC.
(KG/L)
(HG/L)
(MG/L)
(MG/L) (MG/L)
t
tibbC. 0
11 .540
0.029
0.000
17.70
7
261C.0
3.179
0.029
0.000
19.00
b
1615.0
2.14U6
0.018
0.000
19.80
9
2<465.0
3 .091
0.022
0.000
19.50
1C
3085.0
a.060
0.022
0.000
19.50
11
U03G.0
U .U5U
0.026
0.000
20.90
12
uoeo.o
5.019
0.026
0.000
21 .30
13
1713.3
7.U29
0.026
0.000
22 .30
114
2190.0
8.653
0.026
0.000
22 .60
1b
!45fcC.O
7 • 1 714
0.022
o.ooc
22.10
16
7 6 5 C . 0
10.380
0.026
0.000
23.30
17
•
32.650
0.037
0.000
13.60
1
39660.0
19.660
0.015
0.622
2 .149
2
137e5.0
11.950
0.033
1 .010
1 .63
3
19920. C
25.900
0.066
0.U70
3 *U2
k
7U9UC. 0
1b.670
0.040
0.000
3.26
C
¦u
3U52C . 0
15.190
0.0140
C.000
7.30
6
16jGb.C
2G.0U0
0.033
0.000
9.6»4
9
513UC.0
14.97«
0.051
0.000
13.00
10
376 !>. (•
6.5145
0.033
0.000
18.60
11
7* j( • it
20.330
0.051
0.000
11 .50
-------
VEI
52
52
52
52
52
52
52
52
•
:ve
52
52
52
52
52
52
52
52
SAS
100
16:15 FRIDAY, DECERBEB 13. 1965
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT =RETHMEL (901) Y EAR=65
KF LF.
HONTH
DAY
TIKE
INTERVAL STAGE
HR .KIN
(niN.)
(IN.)
12
3
26
1900
60
3.0
1M
3
26
21 00
1 20
6 .0
15
3
26
2200
60
12. II
11
3
26
2300
60
9.14
17
3
26
2U00
60
11 .U
10
3
29
100
60
7.K
20
3
29
300
1 20
3.2
21
3
25
UOO
60
2.0
•
3
31
1 00
60
1 .8
•
3
31
100
60
1 .6
•
3
31
200
60
7.0
«
3
31
300
60
11 .0
•
3
31
uoo
60
10.0
•
3
31
500
60
11 .2
•
3
31
600
60
12.0
•
3
31
700
60
9.6
•
3
31
600
60
<4.6
•
3
31
900
60
3.0
•
3
31
1000
60
1 .6
•
3
31
11C0
60
1 .0
•
3
31
1 200
60
0.7
r.i ll
SiDIKLNT
TOTAL F
ORTKO F
KH3K
N03N
CChC.
COhC.
CONC.
CONC.
CONC.
(KG/L)
(MG/L)
(KG/L)
(HG/L)
(KG/ L)
1 2
64100
16.910
0.022
0.00
12.10
m
22H60
9.755
0.033
0.00
6.68
15
1091 5
6.566
0.037
O.OC
6.68
1t
9680
7.871
0.0U0
0.00
9.17
17
9900
8.976
0.037
0.31
5.28
16
9760
15.550
0.037
0.16
7.62
20
261*00
3.179
0.C18
0.00
15.70
21
2760
2.56U
C.011
0.16
16.00
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
»
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
*
•
•
•
•
•
•
•
•
•
»
•
•
•
•
•
•
•
«
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
-------
•
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
LVE
»
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
SAS
101
16:15 FRIDAY, DECEBBEE 13, 1965
DEFIANCE COUNTY PAULDING SOIL HATERSHEDS-BUNOFF
PLOT=RETHKEL (901) YEAR=85
SAMPLE HONTH DAY TIME INTERVAL STAGE
t HR.KIN. (HI N •) (IN.)
1
2
3
4
5
6
7
6
9
1C
11
12
13
14
1b
It
17
Ifc
19
3
3
4
4
4
u
4
4
n
u
<4
4
4
k
4
4
4
u
I*
4
4
31
31
5
b
5
b
5
5
6
6
b
b
b
b
6
6
b
b
b
1 300
1U00
1630
1 730
1630
1 930
2030
21 30
2230
2330
30
1 30
230
330
430
530
630
730
830
930
1 030
60
60
60
60
60
60
60
60
60
60
60
60
60
6 0
60
60
60
60
60
60
60
0.5
0.2
7.6
10 .6
10. 4
9.4
4.6
2.8
1 .b
0.6
o.e
0.0
0.0
0.0
0.0
1 .4
1 .0
0.5
0.4
0.2
0.2
SAKFLi
*
SLDlf.LhT
COhC .
(KG/L)
TOTAL P
CONC.
(KG/ L)
ORTKO P
CONC.
(KG/L)
KH3N
CONC.
(KG/L)
N03N
CONC.
(KG/L)
• • •
1 790 12.91
2 17370 6.32
3 14510 6.59
a 6040 a.os
5 5310 3.56
6 *4 57 5 1 7. 7 8
7 17310 12.34
6 647b 4.26
9 bUb0 3.81
10 5060 3.34
11 301b 3.19
12
13 279b 3.06
14 15 50 3.33
lb 114 0 3.46
H 2230 2.50
17 1960 2.22
ie 1540 1.90
19 1920 2.20
• • •
0.C07 1.40 0.00
0.037 0.00 9.32
0.029 0.00 5.44
0.029 0.00 4.51
0.033 0.00 4.62
0.011 0.16 7.14
0.015 0.00 9.32
0.004 0.31 4.66
0.033 0.31 4.97
0.022 0.00 6.53
0.011 0.00 6.68
• • •
0.000 0.00 11.60
0.022 0.00 6.86
0.011 0.47 7.46
0.018 0.0C 6.99
0.022 0.00 8.70
0.015 0.00 7.46
0.015 O.OC 8.86
-------
SAS
102
16:15 FRIDAY, DECEMBER 13, 1955
EVENT
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT=RETHMEL (901) YEAF-B5
BONIH DAY
SAMPLE
*
TIME
HE.KIN.
INTERVAL
(KIN.)
STAGE
(IN.)
53
EVENT
53
20
SAKPLL
*
20
1130
60
0.2
SLDIf.LNT
CONC.
(KG/L)
1 3U0
TOTAL P
CGNC.
(KG/L)
1 .63
ORTKO P
CONC.
(KG/L)
0.015
NH3N
CONC.
(KG/L)
N03N
CONC.
(KG/L)
10.7
EVENT
SAKFLE
*
PLOT = SHIN1NGER (701) YEAfi=61
MONTH
DAY
TIME
H h . r, 1 N .
INTERVAL
(KIN.)
STAGE
(IN.)
EVENT
SAftPLL
*
Li
n
u
u
14
U
14
4
u
14
14
14
14
14
SEDlf.LNT
CONC.
(KG/L)
1 3
1 3
13
1 3
1 3
1 3
1 3
13
1 3
13
13
1 3
13
13
100
200
300
U00
500
600
700
800
900
1000
1100
1200
1 300
1400
TOTAL P
CONC.
(KG/L)
CO
60
60
to
to
to
60
60
60
60
60
60
60
60
ORTUO F
CONC .
(HG/L)
1.9
2.5
3.3
14.3
3.9
3.7
3.6
3.2
2.6
2.2
1 .9
1.1
0.7
0.5
NK3N
CONC.
(KG/L)
N0 3N
CONC.
(KG/L)
-------
5AS
103
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL HATEBSHEDS-RUMOFF
PLOT=SHININGER (701) YEAR=81
EVENT SAMPLE MONTH DAY TIME INTERVAL STAGE
• HR.MIN. (MIN.) (IN.)
EVENT
SAKFLL
*
K
U
14
14
n
u
4
14
<4
14
U
c
14
14
1*
U
14
k
14
14
14
SED1MLNT
CGKC.
(MG/L)
26
26
26
26
26
26
26
2b
26
26
26
29
29
29
29
29
29
29
29
29
29
1 330
1U30
1 530
1 630
1730
1 630
1930
2030
21 30
2230
2330
30
1 30
230
330
U30
530
630
730
630
930
60
60
60
60
60
60
60
60
60
60
60
60
CO
60
60
60
60
60
60
60
60
0.9
0.9
0.6
0.7
2.(4
U.4
14.U
U . 6
U.6
14.0
3.6
3.14
3.U
2.6
2.2
1.6
1.2
1 .0
0.6
0.6
0.3
TOTAL P
CONC.
(MG/L)
•ORTKO
COKC.
(KG/L)
NH3N
CONC.
(MG/L)
N03N
CONC.
(MG/L)
-------
SAS
104
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT = SHI SINGER (701) YEAR = 81
EVENT SAMPLE MONTH DAY TIKE INTERVAL STAGE
« HR.KIN. (KIN.) (IN.)
4
b
b
C
s
5
5
£
5
t.
5
b
t.
29
10
1 0
1 0
10
10
10
1 0
1 0
1
1
1
1
1
1
1
1
1
1
1
1
1030
1700
1 800
1 900
2000
2100
2200
2300
2400
100
200
300
400
500
600
700
600
900
1 000
1100
1 200
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
to
60
60
60
60
60
0.10
1 .00
2.20
2.80
3.10
3.00
2.50
2.10
1 .60
1 .40
1 .90
2.30
2.00
1 .70
1 .20
0.80
0.60
0.40
0.30
0.10
0.10
EVENT
SAfU L;
i
SEL-1KLKT
CONC.
(r.G/L)
TOTAL
CONC.
(KG/L)
OETHO
CONC.
(KG/L)
NH 3N
CONC.
(MG/L)
N03N
CONC.
(RG/L)
-------
SAS
105
16:15 miDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL NATEBSHEDS"RUNOFF
t>LOT=SHlNINGER (701) YEAE=61
EVENT SAKFLE HONTH DAK TIHE INTERVAL STAGE
« HR.KIN. (HIN.) (IN.)
5
5
5
5
5
r
5
5
5
5
5
10
10
114
1 o
lo
1 0
10
10
1 0
10
1 5
1 5
15
1 5
1 5
1 5
1 b
1 5
1 b
1 b
1000
1 500
1600
1 700
1 600
1 900
2000
2100
2200
2300
2000
1 00
200
300
000
500
600
700
600
900
1 000
60
60
60
60
60
60
60
60
60
60
60
60
to
to
60
60
60
60
bO
60
CO
1 .40
2.60
3.60
3.70
3.60
3.10
3.00
2.00
1 .80
1 .60
1.10
0.80
0.50
0.2b
0.20
1.10
1 .65
1 .65
1 .65
1 .65
1 .65
EVENT
SAhPLt
*
SEDIf.ENT
CONC.
(M G/L)
TOTAL t
CONC.
(MG/L)
ORTKO
CONC .
(KG/L)
KH3K
CONC.
(HG/L)
N03N
CONC.
(KG/L)
-------
SAS
106
16:15 FRIDAY, DECEHBEB 13, 1965
DEFIANCE COUNTY PAULDI*G SOIL WATERSHEDS-RUNOFF
PLOI=SHIKIKGER (701) YEAR=81
EVENT SAHPLE MONTH DAY TIME INTERVAL STAGE
I HK.KIN. (NIK.) (IN.)
5
5
5
5
5
C
6
L
t
6
6
e
I
t
fc
t
e
6
6
6
6
1 5
1 5
1 5
1 5
1 5
1 5
b
5
5
5
5
b
b
5
6
t
6
e
6
1100
1 200
1 300
1 400
1 bOO
1 600
1 bOO
1 600
1 700
1 600
1 900
2000
21 00
22C0
2300
2400
1 00
200
300
400
1 900
60
60
60
60
60
60
60
60
60
60
60
60
60
60
GO
60
60
60
60
60
60
1 .450
1 .400
0.900
0.600
0.550
0.350
14 .200
10.400
4 .400
3.800
3.400
2 .600
1 .800
1 .200
0 .900
0 .600
0.400
0. 300
0.200
0.200
3.500
EVENT
SAKPLE
«
SEL1KLNT
CONC.
(KG/L)
TOTAL
CONC .
(RG/L)
ORTKO
CONC.
(KG/L)
KH3N
CONC .
(KG/L)
NO 3 N
CONC.
(KG/L)
-------
SAS
107
16:15 FRIDAY, DECEKBER 13, 1985
DEFIANCE COUNT* PAULDING SOIL WATERSHEDS-RUNOFF
PLOT=SHININGER (701) YEA R = 61
EVENT SAKPLE HONTH DAY Tin INTERVAL STAGE
I HH.KIN. (MIN.) (IN.)
6
6
6
e
6
6
6
6
t
b
6
b
t
6
6
I
C
6
c
I
6
6
6
6
8
6
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
10
2000
21 CO
2200
2 300
2400
100
200
300
400
500
600
700
POO
900
1000
2000
2100
2 200
2300
24 00
100
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
4.300
4.600
3.900
3.900
13.300
16.400
16.400
16.400
1fc.400
16.400
2.100
1 . 300
0.700
0.500
0.300
2.500
4. 300
4.500
6.700
5.100
3.700
EVENT
SAKUL
*
Sttir.EKT
CONC.
(MG/L)
TOTAL
CONC.
(MG/L)
ORTKG
CONC .
(KG/L)
KH3N
CONC .
(MG/L)
N03N
CONC.
(ttG/L)
-------
SAS
101
16:15 FRIDAY , DECEHBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT = SHININGEfi (701) Y EAR = 81
EVENT
SAMPLE
MONTH
DAY
TIME
HR.RIN.
INTERVAL
(niN.)
STAGE
(IN.)
EVENT
SAKPLl'
«
6
6
6
6
t
L
t
I
6
e
6
t
L
t
c
6
6
t
t
6
t
SEDlKfcNT
COhC.
(KG/L)
1 0
10
1 0
10
10
10
10
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
13
1 3
200
300
H00
500
600
700
800
1030
1130
1230
1 330
1 U30
1 530
1630
1730
1630
1930
2030
21 30
2230
2330
60
60
60
60
60
60
60
60
60
60
60
60
to
60
6C
60
60
60
60
60
60
2.900
1 .900
1 . 300
1 .000
0.700
C.UOO
0.200
3.706
3.600
9.800
18.800
16.800
1b.800
18.800
1b.800
9.800
7.800
3 . <400
2 . <400
1 .600
0.800
TOTAL
COKC.
(KG/L)
OFTHC t
CONC .
(KG/L)
KH3N
CONC .
(KG/L)
NG3N
CONC.
(KG/L)
-------
SAS
109
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL NATERSHEDS-RUNOFF
PLOT-SHININGER (701) YEAR=ei
EVENT SAMPLE MONTH DAY TIKE INTERVAL STAGE
« HK.flN. (BIN.) (IN.)
6
6
t
C
6
fc
&
b
b
6
9
9
9
9
9
9
9
9
9
9
9
1U
22
22
22
22
22
22
22
22
22
2
2
2
2
2
2
2
3
3
3
3
30
U00
500
600
700
600
900
1 000
1100
1 200
1 600
1 900
2000
21 00
2200
2300
2UOO
100
200
300
H00
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
O.H
8.2
16.8
16. fa
16.8
9.6
9.0
6.6
3.6
1 .6
5.a
8.6
11 .2
15.2
13.2
7.6
U.U
3.3
2.0
0.6
0.«
EVENT
SAKFLE
*
SLMMM
CONC.
(KG/L)
TOTAL
COhC.
(MG/L)
ORThO
CONC.
(KG/L)
KH3K
CONC.
(KG/L)
N03N
CONC.
(KG/L)
-------
SAS
110
16:15 FRIDAY, DECEBBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL MATERSHEDS-RUNOFF
pLOT—SHININGER (701) YEAR-61
EVENT SAMPLE MONTH DAY TIKE INTERVAL STAGE
I HE.KIN. (HIN.) (IN.)
10
10
10
10
10
1 0
10
1 0
10
10
10
1 0
1 0
10
10
10
10
10
10
10
10
6
6
6
6
6
6
6
6
22
22
22
22
i 4.
22
22
22
22
22
22
22
27
30
130
230
330
<4 30
630
730
830
1 300
1 400
1 500
1 600
1 700
1 800
1 900
2000
2100
2200
2 300
2400
830
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
2.a
6.2
6.6
4.8
3.2
1 .8
0.8
0.1
2.6
3.8
4.0
4.2
4.2
3.8
3.4
2.8
2.0
1 .4
0.6
0.4
0.6
EVENT
SAMPLE
»
SEDIMENT
CONC.
(KG/L)
TOTAL F
CONC.
(flG/L)
ORTKO P
CONC.
(MG/L)
KH3K
CONC.
(MG/L)
N03N
CONC.
(MG/L)
-------
SAS
111
16:15 FRIDAY, DECEHBER 13, 1965
DEFIANCE COUNTI PAULDING SOIL WATERSHEDS-RUNOFF
PL0T = SH!N1NGER (701) Y EAR = 61
EVENT SAHPLE M0N1H DAY TIME INTERVAL STAGE
I HR.HIN. (KIN.) (IN.)
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
2b
2fc
26
930
I 030
II 30
1 230
1 330
14 30
1 530
1630
1 730
1630
1 930
2030
21 30
2230
2330
30
130
230
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
0.6
0.6
0.7
0.7
0.7
0.7
1 .a
3.2
4.6
6.2
6.5
5.0
3.6
3.0
2.2
1 .6
1.0
0.4
EVENT
SAKFLE
«
SLDIKENT
CONC .
(KG/L)
TOTAL
CONC.
(KG/L)
ORTfcO
CONC .
(MG/L)
N H 3 N
CONC.
(KG/L)
NOSH
CONC.
(KG/L)
-------
SAS
112
16:15 FRIDAY, DECEMBER 13, 19g5
DEFIANCE COUNTY PAULDING SOIL HATERSHEDS-RUNOFF
PLOT=SHIN1NGER (701) IEAR=82
EVENT SAMPLE. BONTH DAY TIKE INTERVAL STAGE
I Hfc.HIN. (HIN.) (IN.)
EVENT
SAMFLL
I
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
SEDIfcLNT
CONC.
(KG/L)
16
16
1 6
16
1 6
16
16
1 6
16
16
16
16
1 6
1 6
16
16
1 7
1 7
1 7
1 7
1 7
830
930
1030
11 30
1 230
1 330
1U30
1 530
1630
1 730
1 830
1 930
2030
21 30
2230
2330
30
1 3C
230
330
U30
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
1 .2
3.6
13.6
15.2
10.6
U .U
U.O
3.6
3.2
U.O
U.O
U .2
3.6
3.2
2.6
2.«
2.0
1 .6
1 .U
1 .2
1 .0
TOTAL V
CONC.
(MG/L)
ORTHG F
CONC.
(MG/L)
KH3N
CONC.
(KG/L)
NG3N
CONC.
(KG/L)
-------
SAS
113
16:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL hiATERSHEDS-RUNOFF
PLOl-SHININGER (701) YEAR = 62
EVENT SAKFLE MONTH DAY TIKE INTERVAL STAGE
« HR.H1N. (PI IK.) (IN.)
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
1 7
1 7
17
1 7
1 9
1 S
1 9
1 5
1 9
1 9
20
20
2 0
20
20
20
20
20
20
20
20
530
630
730
630
1 900
2000
21 00
2 20C
2300
2U00
100
200
3C0
H00
500
600
700
eoo
900
1 000
1100
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
o.e
0.6
0.«
0.2
o.u
0.5
0.8
1 .a
1 .4
1.«
1 .6
2.0
2.6
2.7
2.8
2.7
2.5
2.5
2.3
2.0
1 .7
EVENT
SAPiPLl
*
SlLlt.tM
CONC.
(MG/L)
TOTAL P
CONC.
(MG/L)
ORTKO F
CONC.
(KG/L)
NH3N
CONC.
(KG/L)
NO 3N
CONC.
(KG/L)
-------
SAS
114
16:15 FRIDAY, DECEHBER 13, 1985
EVENT
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT-SHIN1NGER (701) *EAR=82
SAMPLE KOKTh DA*
TIRE
HE.niN.
INTERVAL
(BIN .)
STAGE
(IN.)
EVENT
SAMf L£
«
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
SLLIKEI.T
CONC.
(KG/L)
20
20
20
20
20
20
20
20
30
30
30
30
31
31
31
31
31
31
31
31
31
1 200
1 300
1 400
1 500
1 600
1 700
1 800
1 900
2100
2200
2300
2400
100
200
300
400
too
600
700
boo
900
60
60
60
60
60
60
60
60
to
60
60
60
60
60
60
60
60
60
60
60
60
1.5
1 .<4
1 .2
1.0
0.7
0.6
0.4
0.2
3.4
5.2
4.0
3.7
3.3
2.9
2.5
2.4
2.1
1 .4
1 .2
1.0
0.6
TOTAL
COKC.
(KG/L)
ORTliO
COKC.
(KG/L)
KH3K
COKC.
(MG/L)
N03N
CONC.
(KG/L)
-------
SAS
115
16:15 FRIDAY, DECEHBEfi 13, 1965
DEFIANCE COUNTY PAULDING SOIL HATERSHEDS-BDNOFF
PLOT-SHIKINGER (701) YLA ft-82
EVENT SAMPLE rtONTH DAY TIRE INTERVAL STAGE
» H R. f! I h. (NIK.) (IN.)
3
3
14
14
U
U
U
U
14
14
L,
14
14
1+
a
14
U
u
14
14
31
31
1 2
12
12
12
12
1 2
1 2
12
12
1 2
1 2
1 2
1 2
1 3
1 3
1 3
1 3
1 3
1 3
1000
11 00
1 200
1 300
moo
1500
1600
1 700
i eco
1 900
2000
2100
2200
2300
2UOO
100
200
300
1400
SCO
600
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
0.6
O.U
1.0
2.6
1.6
2.2
2.6
3.6
U.M
14.14
<4.2
4.0
3. H
3.0
2.8
2.«
2.0
1 .6
1.2
0.8
0.6
EVENT
SAPiPLfc
«
SELlftEUT
COKC.
(KG/L)
TOTAL P
CONC.
(KG/L)
OP.THG V
COKC .
(MG/L)
KH3K
CONC.
(KG/L)
N03N
CONC.
(RG/L)
-------
SAS
1H
16:15 FRIDAY, DECEMBER 13, 190!
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLCT=SHININGER (701) YEAR=82
EVENT SAMPLE MONTH DAY TIME INTERVAL STAGE
« HR.KIN. (BIN.) (IN.)
4 13
4 16
4 1 b
4 16
4 16
14 1 6
4 16
4 i b
4 1 b
4 lb
16
4 1 6
4 16
4 1 6
1 1 5 27
2 1 S 26
3 1 7 1C
3 2 7 1 0
3 3 7 1 0
3 4 7 10
3 5 7 1 0
700 60 0.«40
1100 60 2.20
1200 60 a.20
1300 60 5.50
1<400 60 4. 60
1500 60 a.00
1600 60 3.20
1700 60 2.60
1600 60 2.20
1900 60 1.80
2000 60 1.40
2100 60 1.00
2 20 0 60 0.70
2300 60 0.40
1210 510 2.60
1110 8U0 0.60
1 230 60 1 . *4 0
1350 30 3.90
1420 30 3.50
145C 30 3.30
1520 30 3.00
EVENT
5AMFLE
*
SED1P) tKT
CONC.
(KG/L)
TOTAL F
COKC .
(MG/L)
ORTHO P
COhC.
(KG/L)
NH3N
CONC.
(KG/L)
N03N
COKC .
(HG/L)
1
•
~
•
•
•
•
•
•
•
•
•
•
•
•
1
•
•
•
•
•
•
•
•
•
•
•
•
•
•
1 7 S»6
3
90
1
770
0
13
17
60
2
1
IGfc
1
95
1
640
0
39
12
10
3
1
732
a
17
1
f 00
0
57
0
46
3
2
1564
3
62
0
460
0
25
10
60
3
3
10U0
2
34
0
400
1
75
15
20
3
4
7 fc fc
1
65
0
450
2
03
14
40
3
5
5Sfc
1
72
0
400
1
71
15
90
-------
SAS
117
16:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUMTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT=SHININGER (701) YEAR=82
EVENT
SAMPLE
MONTH
DAY
TIKE
INTERVAL
STAGE
«
Hh .MIN
(MIN.)
(IN.)
3
6
7
1 0
1 550
30
2.70
3
7
7
10
1 620
30
2.20
3
6
7
10
1 650
30
1 .60
3
9
7
10
1 720
30
1 .40
3
1C
7
1 0
1 750
30
1 .20
3
11
7
10
1 620
30
0.90
3
12
7
1 0
1 850
30
0.60
3
1 3
7
1 0
1 920
30
0.30
U
2
11
2
233
960
1 .00
1
U
11
2
323
50
0.60
4
t
11
2
41 3
50
0.70
4
t
11
2
503
50
0.70
4
1C
1 1
2
553
50
0.70
4
12
11
2
43
50
0.65
u
It,
11
2
1103
125
0.50
a
1 b
11
2
1 053
50
0.46
u
22
11
2
1 233
50
0.45
a
24
11
2
1 323
50
0.45
4
26
11
2
141 3
50
0.45
5
1
11
20
420
50
0.05
5
2
1 1
20
510
50
0.30
EVENT
SAHFLL
SEL1HLKT
TOTAL V
ORThO F
KH3K
N03N
#
COhL.
COKC.
COKC.
COKC .
CONC.
(h G / L)
(MG/L)
(tfG/L)
(F.G/L)
(KG/L)
3
b
496
1 .38
0.420
1.110
13.900
3
7
426
1 .53
0.500
1 .750
16.600
3
e
3te
1 .20
0.420
1 .500
17.300
3
9
356
1 .23
0.440
0.890
17.400
3
10
352
1 .06
0.400
C.960
16.000
3
11
314
1.18
0.420
0.610
16.100
3
12
286
1 .13
0.140
0.390
16.700
3
13
266
0.69
0.4 30
•
11.300
a
2
56
0.61
0.160
0.660
0.740
4
4
40
0.71
0.163
0.060
0.310
4
t
44
0.56
0.199
0.550
0.550
4
6
92
0.65
0.539
0.660
0.000
4
1C
40
0.59
0.211
0.000
0.180
4
12
50
0.46
0.166
0.000
0.090
4
16
26
0.49
0.163
0.000
0.630
4
16
ICG
1 .22
0.23b
0.650
0.250
4
22
76
0.46
0.156
0.180
0.1t>0
-------
5
5
5
5
5
5
5
5
6
7
8
8
6
8
6
8
6
8
6
9
9
'El
5
5
5
5
5
5
5
5
6
7
6
8
8
8
6
8
8
8
8
9
9
SAS
ne
16:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT = SHININGER (701) YEAFt=62
5AHPLE fiONTH DAY TIRE I fcTEKV AL STAGE
• HR.riN. (Hlfc.) (IN.)
4 11 20 700 75 0.80
e 11 20 1310 400 0.80
11 11 20 1610 275 0.70
14 11 20 1640 150 0.55
20 11 20 2340 225 0.10
26 11 21 «M0 300 0.10
31 11 21 900 275 0.05
46 11 21 2130 500 0.02
1 11 24 1150 IGfcO 0.01
1 11 29 1150 720 0.15
b 12 4 105 380 2.80
11 12 4 305 120 2.95
14 12 4 505 120 2.41
17 12 4 705 12C 2.00
20 12 4 905 120 1.60
23 12 4 1105 120 1.25
21 12 4 1305 120 0.95
29 12 4 1 50 5 200 0.70
36 12 4 1945 70 0.35
10 12 5 305 460 0.70
14 12 5 545 160 0.55
SAr.l LE
SEDIMENT
TOTAL r
OKTftO r
KH3K
N03N
ft
CONC.
CONC.
CONC.
CONC.
CONC.
(KG/L)
(fiG/L)
(RG/L)
(RG/L)
(KG/D
4
166.
0.750
0.265
0. 2 20
1 .290
8
204
0.630
0.219
0.250
1 .600
1 1
94
0.590
0.226
0.070
0.000
14
204
0.630
0.211
0.120
1 .660
20
162
0.660
0.176
0.090
1.850
26
196
0.560
0.144
0.060
0.680
31
176
0.490
0.156
0.430
0.860
46
1 26
0.780
0.261
0.460
0.000
1
176
0.420
0.211
0.070
0.000
1
b
•
240
•
0.390
•
0.187
•
0.1 30
•
0.030
1 1
250
0.7 30
0.296
0. 330
0.000
14
204
0.900
0.269
0.980
0.000
1 7
240
0.710
0. 216
0.390
0.000
20
230
0.370
0.226
0.070
0.000
2 5
244
0.6 3C
0.199
0. 36f
0.430
26
206
0.730
0 .1 76
0. 39C
0.000
2 9
192
0.540
0.184
0.1 3C
0.000
31
1 CO
0.490
0.212
0.000
0.000
1C
1 66
0.520
0.215
0.1 30
0.000
1 4
166
0.760
0.164
0.390
0.000
-------
9
9
9
9
10
10
10
10
11
11
11
11
11
11
11
11
VE
9
9
>9
9
10
10
10
10
SAS
119
1 6Si 5 FUIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUKOFF
PLOT=5HININGER (701) YEAR=82
SAMPLE HOKTK DAY TIKE INTERVAL STAGE
ft HR.niN. (WIN.) (IN.)
19
22
25
31
1
2
3
4
1
14
11
1 7
21
20
35
41
SAt^LL
I
19
22
25
31
1
2
3
4
1
14
11
17
21
2b
3b
U1
12
5
905
160
0.45
12
5
1105
120
0.30
1 2
5
1 305
1 60
0.29
12
5
1 705
840
0.50
12
25
11430
180
5.10
12
25
1 51 0
240
5.30
1 2
26
11430
1320
0.20
1 2
27
1 U30
900
0.20
1 2
27
1 935
40
0.20
12
27
2035
1 00
0.70
12
27
2255
130
1 .50
1 2
26
55
100
1 .50
1 2
26
215
11C
1 .45
12
26
1435
140
1 .20
12
2b
655
1 30
0.90
12
2G
855
5«0
0.60
SEL-ir,EM
TOTAL P
ORTHO 3
f-
KH3K
N03K
COKC .
COKC.
COKC .
COKC .
CONC.
(F1G/L)
(ttG/L)
(P.G/L)
(KG/L)
(FiG/L)
>414
0.560
0.207
0.113
0.099
106
0.540
0.21V
0.167
0.114
156
0.560
0.244
0.070
0.000
172
0.540
0.346
0.260
0.000
62t
1 .120
0.204
0.260
0.330
630
1 .100
0.176
0.130
0.330
41t
0.90C
0.216
0.130
0.330
34fc
0 . 660
0 .324
0.360
0.000
31»4
0.630
0.146
0.130
0.000
302
0.732
0.216
0.330
0.460
346
0.680
0.106
0.390
0.000
3»42
0.660
0.14b
0.070
0.200
33U
0.660
0.140
0.230
0.030
1 5fc
0.660
0.172
0.070
0.000
31 4
1 .200
0.516
0.360
0.230
3014
0.660
0.192
0.000
0.070
-------
14
14
1 u
14
14
16
16
16
1 6
16
1 6
1 6
1 6
1 6
1 6
1 6
17
17
17
17
18
:ve
in
14
14
14
14
16
16
16
16
1 6
16
16
16
16
16
11
17
17
1 7
17
1 b
SAS
120
16:15 FRIDAY, DECEHBER 13, 1905
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT =SHININGEft (701) YEAR=8 3
SAMPLE
IIONTh
DAY
tihe
INTERVAL STAGE
•
H R . fl I fc
(MIN.)
(IN.)
1
4
2
21 0
330
2.61
2
4
2
230
20
2.60
3
4
2
250
20
2.50
U
4
2
31 C
20
2.41
b
4
2
330
660
1 .20
1
4
9
640
30
0.30
3
4
9
740
45
0.30
7
4
9
940
90
0.40
11
4
9
11 40
1 2 0
1 .50
1 b
4
9
1 340
1 20
1 .80
1 9
4
S
1 540
1 20
1 .40
23
4
9
1 740
1 20
0.80
29
4
9
2040
1 50
G. 70
3b
4
S
2340
19b
0.6C
41
4
10
240
160
0.40
4b
4
9
410
200
0.30
3
4
10
1 440
1 20
0.60
7
4
10
1 640
1 50
C.60
13
4
1C
1 940
270
0.40
19
U
1 0
2240
300
0. 30
1
4
1 3
bCO
4 b
0.40
SAMtLfc.
SLDIP.EM
TOTAL F
OKTliO r
NH3H
K03N
t
COfcC.
CONC.
CO NC .
CONC.
CONC.
(MG/L)
(MG/L)
(KG/L)
(KG/L)
(KG/L)
1
4 C2
1 .120
0.346
0.140
0.950
2
4 CO
1 .200
0.344
0.140
0.070
3
374
1 .1 00
0.336
•
0.350
4
408
1 .1 20
0.336
•
0.390
5
37b
1 .050
0.328
0.210
1 .400
1
320
0.730
0.066
0.310
0.000
3
342
0.660
0 .098
0.210
0.120
7
3 00
0.680
0.146
0.180
0.190
11
2b4
0.630
0.224
0.1 50
0.330
1 5
35fc
0.706
0.146
0.260
0.110
19
316
0.620
0.254
0.210
0.230
23
296
0.900
0.176
0.204
0.015
29
272
0. 720
0.234
0.169
0.227
35
2S6
0.640
0.166
0.000
0.211
41
262
0.740
0.312
0.144
0.347
14 b
2 6 2
o.7eo
0.1 bt
0.000
0.004
3
311
0.760
0 .20o
0.004
0.091
7
25 6
0.760
•
0.110
0.210
13
264
0.680
0.223
0.035
0.136
19
27b
0.680
0.219
0.066
0.007
1
27 fc
0.730
0 . i 3«*
0.050
0.016
-------
16
i e
16
1 8
18
18
16
18
18
19
1 9
19
19
19
19
20
20
20
20
20
20
EVE
1 8
16
1 8
16
18
18
18
18
16
19
19
19
19
19
19
20
SAS
121
16:15 FRIDAY , DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT-SHIK1KGER (701) YEAR=83
SAMPLE KONTK DAY TIKE INTERVAL STAGE
# Hfi.HIN. (HIN.) (IN.)
2
4 13 830
1 20
0.50
9
13 1200
195
0.<40
15
4 13 1500
180
1 .60
21
4 13 1800
1 feO
2.60
27
4 13 2100
160
2.35
33
14
1 3 21400
210
2.00
41
U
1 u uoo
210
2.60
47
4
14 700
1 60
1 .140
53
n
114 1000
360
0.140
1
4
29 1200
90
0.90
5
4 2 9 14 00
210
0.140
15
4 29 1900
270
0. 70
20
4 29 2230
24 0
5.14 0
27
4 30 330
210
7.20
3U
t, 30 600
570
2.60
1
1
1 fcOO
145
0.20
3
5
1 700
75
fc.90
5
5
1 8 30
60
29.U0
7
b
1 9CG
60
36.90
9
5
1 1030
60
37.30
11
t
1 1 100
60
35. 30
SAKf Lt
SEL3LLNT
TOTAL p
0R1H0 F
KH3K
N03N
*
CONC.
CONC.
CONC.
CONC.
CONC.
(fiG/L)
(KG/L)
(KG/L)
{HC/L)
(*G/L)
4.
29b
G.7bU
0. 263
L.OOC
0.035
9
30 h
0.730
0.254
•
0.217
lb
272
0.780
0.390
0.086
0.295
21
36b
1 .050
0.262
0.020
0.273
27
371
0 . 9 bO
0.269
0.000
0.000
33
1400
1 .020
0.261
0.000
0.0&8
41
404
1 .490
0.683
0.110
0.000
147
414
•
0.332
C. 231
0.1476
53
35 8
1 .025
0.283
0.000
0.000
1
2314
0.976
0.496
C.2314
3.14140
b
1 fct
G.7b1
0.14149
0.000
4.220
lb
190
C.781
•
0.129
3.460
20
176
0.732
0.371
0.306
2.810
27
236
0.927
0.615
0.026
4.990
34
2 3b
0.927
0.505
0.484
5.170
1
24 2
0. b 30
•
0.000
0.454
3
•
0. b7b
•
C.166
0.686
5
71b
1 .366
•
0.076
3.800
7
S30
1 .220
•
0.016
5.940
9
6 62
1 .1 71
•
0.000
4.670
11
•
0.761
•
0.000
1 .690
-------
V El
20
20
20
20
20
21
21
21
21
22
22
22
22
22
23
23
23
23
23
24
214
VE
20
20
20
20
20
21
21
21
21
22
22
22
22
22
23
23
23
23
23
24
24
S AS
122
16:15 FRIDAY, DECEMBER 13, 1905
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
FLOT = SHI NINGEfi (701) YEAft=83
SAMPLE
MONTH
DAY
TirE
INTERVAL STAGE
«
H K . r. IN
(KIN.)
(IN.)
17
5
1
1430
1 bo
9.00
21
1
1600
90
6.70
24
b
1
1730
90
4.90
31
b
1
2030
300
2.70
44
b
2
330
330
0.30
2
b
2
2100
210
0.40
6
b
2
2400
16b
0.40
14
b
3
600
1 Ob
0. 30
16
b
3
700
26b
0.25
1
b
22
700
45
0.60
3
22
800
7b
1 .20
I
b
t 2
930
1 Ob
1 .20
9
2 2
11 30
10b
0.60
12
b
22
1 300
1 60
0.20
3
6
b
1 730
7b
1 .40
t
6
C.
2 000
16b
1 .20
14
C
b
2 3 00
1 60
0.70
20
t
6
200
16b
0.40
2b
6
6
430
90
0.20
1
6
10
1 5 30
90
1 .40
6
6
10
1 630
210
b.2C
SAKPLL
SEiilMM
TOTAL P
OKTJiO F
NH 3N N03K
«
CONC .
CONC.
CONC.
CONC. CONC.
(r.G/L)
(MG/L)
(MG/L)
(MG/L) (KG/L)
17
•
•
•
0.003 2.580
21
•
•
0.293
0.000 1.950
24
•
•
0.327
0.006 1.080
31
•
•
0.332
0.0C3 0.952
44
•
•
0.390
0.040 0.387
2
32b
o.e30
0.263
0.000 0.363
6
29b
0.732
0.263
0.016 0.1b1
14
1076
0.732
0.293
0.696 0.000
16
246
0.663
0.342
0.244 0.000
1
420
2 .391
1 .6 96
0.000 3.760
3
360
2 . b36
1 .63b
0.000 4.070
6
246
2.679
2.176
0.093 4.260
S
162
2. 53b
2.1 06
0.000 3.670
12
lib
2.190
1 .664
0.000 2.990
3
106
1 .07u
0.6 34
0.023 1.610
t
60
0 . 9 7 o
0 .663
0.092 2.900
14
b4
1 .02 b
0.6 76
• •
20
64
0 . 6
0.639
0.053 2.760
2b
4b
1 .02b
0.6 30
0.053 1.450
1
8322
C.24t-
0.342
0.0C0 2.620
6
26 6 2
3.123
0.332
C.4C5 6.990
-------
24
24
24
24
25
25
25
25
26
27
27
27
27
27
27
26
2b
28
28
29
30
EVE
24
24
24
24
25
25
25
25
26
27
27
27
27
27
27
26
26
2b
26
29
30
SAS
123
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT=SHININGEB (701) YEAR=83
SAMPLE
MONTH
DAY
TIME
INTERVAL STAGE
i
HR.MIN
(KIN.)
(IN.)
10
6
1 0
2030
1 35
3.60
15
€
10
2300
150
2.20
20
6
1 1
130
225
1 .20
30
4,
t
•
1 1
•
630
•
315
•
0.30
•
6
11
•
•
•
•
•
•
•
•
•
•
16
«
*
•
•
•
1
t
30
1 600
75
0.15
1
6
30
1 600
45
9.00
3
6
30
1 900
90
1 6.60
7
t
30
2100
1 20
16.60
11
I
30
2300
1 50
3.40
17
7
1
20C
1 95
1 .60
24
7
1
530
225
0.30
2
7
1
2230
75
1.40
4
7
1
2336
75
1 .20
7
7
o
i.
100
90
0.60
1C
7
2
230
1 35
0.20
1
11
1 L
11 30
•
•
3
1 1
1 9
eot<
90
2.20
SAKPLL
SEDIMENT
TOTAL P
ORTKO F
NH3K N03N
*
CCNC.
CONC.
CONC .
CONC. CONC.
(KG/L)
(KG/L)
(MG/L)
(KG/L) (HG/L)
10
SI 2
1 .757
0.410
0.362 5.360
15
520
1 .222
0.71 2
0.374 4.290
2C
•
0.676
0.527
0.359 3.190
30
220
0.976
0.537
0.057 1.730
2
1 fc52
0.761
0.537
0.106 2.970
6
56
0.663
0.46b
0.132 1.760
11
62
0.634
0.476
0.079 0.749
lb
44
0.634
0.476
0.147 0.197
1
494
0.676
0.429
0.000 0.393
1
216 6
2.566
0.496
0.132 0.666
3
•
•
0.273
0.195 1.670
7
1902
1 .952
•
0.000 1.260
11
432
0.927
0.459
0.087 0.287
1 7
1 24
0.634
0.466
0.076 0.096
24
64
0. 6 b 3
0.517
0.053 0.126
4
53fc
1 .219
0 . 42b
0.147 0.454
4
560
1 .220
0.4 20
0.000 0.391
7
390
C .976
0.390
0.043 0.651
10
2Ub
0.630
0.429
• •
1
•
1 .313
0.322
0.346 3.290
3
1020
3.094
0. 322
0.513 2.460
-------
30
30
30
30
30
31
32
32
32
32
32
32
33
V El
30
30
30
30
30
30
31
32
32
32
32
32
32
33
SAS
124
16:15 FRIDAY, DECEHBER 13, 1985
DEFIANCE COUNT* PAULDING SOIL WATERSHEDS-RUNOFF
PLOT=SHIN1NGER (701) YEAK=83
SAMPLE HONTh DAY TIKE INTERVAL STAGE
t HR.fllN. (MIN.) (IN.)
9
11
1 9
1 000
90
3.60
1 2
11
19
1100
110
2.60
20
11
1 9
1 330
1 30
1 .60
25
11
19
1 500
1 50
1 .00
35
11
19
1 800
1 60
0.20
45
11
19
21 00
1 05
0.05
1
11
20
1600
265
0.40
1
11
23
600
1 35
0.10
9
11
23
1 200
240
1 .50
17
11
23
1 600
240
1 .90
25
11
23
2000
240
0.40
33
11
23
2 4 01
255
C .20
4*
11
24
630
150
0.10
1
11
2b
1030
•
1 .40
SAKF LL
5 E D1 f. E M
TOTAL V
OKThO P
Mi 3 K
NC3N
fi
CONC.
CON C.
CCKC.
CONC.
CONC.
(rc/L)
(KG/L)
(KG/L)
(hG/L)
(HG/L)
9
um
3.63b
0.234
0.51 2
2 .450
12
i in 4
3.413
0.205
0.331
2.370
20
1 2 30
3.3L3
0.254
0 .596
2.220
25
1 214
3.663
0.351
1 .640
2.660
35
1C74
3.375
0.439
1 .500
1 .920
45
900
4.361
0.703
10.600
0.341
1
41 2
4.563
0.254
0.160
1 .350
1
374
1 .b50
0 .468
1 .510
0.936
9
5t4
2.619
0.576
1 .760
0.726
17
540
2.231
0.205
0.631
0.272
25
4S2
1 . fc 50
0.410
1 .440
1.350
33
536
2.100
0.496
3.310
0.646
42
5 2C'
1 .619
0.303
0.495
1.260
1
400
1 .994
0 .566
0.733
0.647
-------
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
VE
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
SAS
125
16:15 FRIDAY, DECEBBEB 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS*RUNOFF
PLOT-ShlNlKGER (701) YEAR=8H
MONTH DAY
SAMPLE
I
TIHE
H R . RIN .
INTERVAL
(MIK .)
STAGE
(IK.)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
c
0
c
c
0
u
14
u
14
u
u
>4
u
14
<4
u
u
14
14
14
u
a
u
14
14
3
3
3
3
3
3
3
3
3
3
14
14
<4
k
U
<4
<4
U
U
>4
14
1 500
1600
1700
1800
1 900
2000
2100
2200
2300
21400
100
200
300
U00
500
600
700
6 00
900
1 000
1 100
60
60
60
60
60
60
60
60
60
60
60
60
6C
60
60
60
60
60
60
60
60
1.6
2.2
2.0
1.7
1 .14
1 .1
1.2
1 .14
1 .8
2.0
2.2
~.6
~.e
5.0
14 .U
3.6
3 . 14
5.1
2.8
2.5
2.2
SAMFLL
*
0
0
0
0
0
c
0
0
0
0
G
0
0
0
0
0
0
0
0
0
0
SLLIKLKT
CONC •
(r.G/L)
TOTAL P
CONC.
(r.G/L)
ORTKO
CONC.
(KG/L)
KK3N
CONC .
(KG/L)
N03N
CONC.
(HG/L)
-------
35
35
35
35
35
35
36
36
36
36
36
36
36
36
36
36
36
36
36
V LI
35
35
35
35
35
35
35
35
36
36
36
36
36
36
36
36
36
36
36
36
36
SAS
126
16:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
F
1 i,
1 200
1 300
1 U00
1500
1600
1 700
1 600
1900
1 53C
1 630
1 730
1 630
1 930
2030
21 30
2230
2330
30
1 30
2 30
330
60
60
60
60
60
60
60
to
60
60
60
60
60
60
60
to
60
6 0
60
60
60
1.8
1 .U
1 .0
0.6
0.6
0.5
0.5
O.U
2.6
2.8
2.e
2.6
2.6
2.2
2.2
2.0
2.0
1 .7
1 .<4
1 .1
1 .0
SAKP1E
*
SELIREM
CGKC.
(KG/L)
TOTAL P
COKC .
(KG/L)
0 R T K 0 F
COi»C .
(KG/ L)
NH 3 N
COKC .
(EG/L)
N03N
CONC.
(f.G/L)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
1
V
i-
c
-------
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
3b
36
36
VEI
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
SAS
127
16:15 FRIDAY, DECEI1BER 13, 1965
DEFIANCE COUNTY PAULDING SOIL HATERSHEDS-KUNOFF
PLOr = SHININGEF (701) YEAR = 8«4
SAMPLE WORTH DAY TIKE INTERVAL STAGE
« HK.dN. (HIN.) (IN.)
0
0
0
0
0
0
0
0
7
0
11
0
15
0
19
0
23
G
0
0
0
SAKFLfc
«
0
c
0
0
0
0
0
0
7
0
11
0
15
0
IS
C
23
0
C
0
0
14
H
u
14
n
U
14
H
*»
k
14
u
u
u
n
14
u
SEDIMEM
CONC .
(MG/L)
21 H
200
21 8
III
2U
0
0
0
0
0
1 5
15
1 5
15
1 5
1 5
lb
1 5
1 5
1 5
1 b
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1b
U30
530
630
730
630
930
1030
11 30
1 230
1 330
11430
1 530
1 630
1 730
1130
1 930
2030
2130
2230
2330
30
TOTAL P
COKC.
(KG/L)
0
0
0
0
0
090
GbU
092
C 9b
0914
60
60
60
60
60
60
60
60
60
60
60
to
60
60
60
60
60
to
60
60
60
OKThO P
COKC .
(KG/L)
0
0
0
0
0
11414
170
15U
131
163
0.9
0.6
0.8
0.9
1 .0
1 .6
1 .8
1 .7
1 .t»
1 .1
0.9
0.6
2.2
2.2
2.0
1 .6
1.0
0.6
0.5
0.5
O.U
NH3N
COKC.
(HG/L)
0
0
0
0
0
02
06
10
00
18
N03N
COKC.
(KG/L)
5
2
2
14
3
91
15
147
17
63
-------
37
37
37
37
37
37
37
37
37
37
38
36
36
36
36
38
36
38
VE
37
37
37
37
37
37
37
37
37
37
37
37
37
3b
3b
3 fc
36
36
38
36
3 fc
5AS
128
16:15 FRIDAY, DECERBER 13, 1985
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-BUNOFF
PLOT = SHININGER (701) Y EAR = 8 4
SAMPLE MONTH DAY TIKE INTERVAL STAGE
I hR.KIN. (KIN.) (IN.)
0
0
0
0
1
2
3
t
10
12
0
c
c
c
0
3
0
0
9
0
0
4
<4
4
4
14
4
4
4
4
u
4
4
u
4
14
4
4
4
4
Li
<4
16
16
1 6
1 b
1 6
1 6
1 6
1 b
1 t
1 6
1 7
17
1 7
2 2
22
^ 2
2 4.
2 2
22
22
22
I 500
1600
1700
1800
1900
2000
21 00
2200
2300
2400
1 00
200
3C0
1030
II 30
1230
1 330
14 30
1 5 30
1 630
1 7 30
60
60
60
60
60
60
60
60
60
to
60
6 0
60
60
60
bO
feO
6 0
60
60
60
1 .0
1.8
2.2
2.2
2.0
1.7
1 .2
1.0
0.6
0.6
0.5
0.5
C.4
SAfUL
I
0
0
0
0
1
2
3
6
10
12
0
0
c
0
0
3
0
0
9
0
0
SEDlKtfcT
CONC.
(rt/L)
254 . 0
236.0
271* . o
220 .0
1 7G.0
242.0
35*6 . 7
3630.0
TOTAL P
CONC.
(KG/L)
0.1 0t4
0.102
0.104
0.24b
0.096
0.102
1 .001
1 .076
OF.ThO t
COKC.
(KG/L)
0.129
0.126
0.1 39
0.961
0.156
0.163
C . 1 51
0.193
Nh3N
CONC.
(BG/L)
0.14
0.14
0.14
1 .26
0 .06
0.10
o.ot
0.22
N03N
CONC.
(KG/L)
2.71
3.19
3.51
2.55
3.27
3.23
1 .60
1 .24
-------
36
38
36
38
38
36
36
36
36
36
36
36
36
36
36
36
39
39
39
35
Vi
36
36
36
36
36
36
36
36
36
36
36
36
36
38
36
36
3e
39
39
39
39
SAS
129
16:15 FRIDAY, DECEBBER 13, 198S
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PL0T=SH1NINGER (701) YEA R = 81
SAMPLE MONTH DAY TIME INTERVAL STAGE
• Hh.MIN. (MIN.) (IN.)
15
0
c
u
19
C
c
27
0
c
0
31
u
0
c
c
c
3
C
0
9
U
4
li
L.
n
k
(4
u
n
U
u
k
u
u
a
k
u
k
22
22
22
2k
22
22
2 3
23
23
2 3
23
2 3
23
23
23
2 3
2 3
23
23
23
2 3
1 630
1 930
2030
2130
2230
2 330
30
130
230
330
*430
530
t30
730
e 30
930
1 030
1 130
1 230
1 330
1 4 3 0
60
60
60
60
to
60
60
6 0
60
60
60
60
60
60
60
60
60
6 0
60
tC
60
SAC.i Lt
«
SLUM. NT
CONC.
(RCi/L)
101 AL
CONC.
(KG/L)
ORTUG F
CONC. .
(KG/L)
NH3K
COKC .
(f.G/L)
NC3N
CONC.
(KG/L)
1 5
C
0
c
19
0
0
27
0
0
0
31
c
L
0
1
1 <,50
7 2.
666
0
369
200
202
0.163
0.160
0.223
0.2U6
0
02
16
02
C6
24
40
27
52
C
3
0
L
9
-50
1.52
204
1 31
0.365
0.151
50
06
55
31
-------
VE1
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
UO
UO
UO
MO
UO
Vfc
39
39
39
39
39
39
39
39
39
3 S
39
39
39
39
39
39
UO
UQ
UO
UO
UO
SAS
130
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL HATESSHED5-RCHOFF
f LOT =SHI MNGEfc (701) YEAR = 6«
SAKPLE fiONTh DAY TIKE INTERVAL STAGE
I HK.KIN. (KIK.) (IK.)
0
0
C
1 5
0
o
20
0
0
0
21
c
0
31
C
0
c
G
0
0
0
u
ii
u
U
i,
u
U
u
u
u
u
t,
L,
5
b
L
C
23
23
23
23
23
23
23
23
23
24
2 U
24
24
2U
2U
2 0
20
20
20
20
1 530
1 630
1 730
1 630
1 930
2030
2130
2230
2330
30
1 30
230
330
4 30
530
6 30
1 200
1 300
1 too
1 500
1 600
60
60
60
60
60
60
60
60
60
60
60
to
to
60
60
CO
bC
60
CO
6 C
to
o.e
0.7
0.6
0.6
0.7
0.6
C • 8
o.e
0.6
0.7
0.7
0.7
0.7
0.6
C.U
0.3
3.0
twO
4. 6
4 .6
4 .7
SAKTLt SLL1KLM TOTAL 1 OP.THO F NH3K N03N
» COhC. CONC. CONC. CONC. CONC.
(f.G/L) (KG/L) (HG/L) (KG/L) (hG/L)
0
0
c
15 414.0 0.1 230 0.1540 0.10
0
0
20 140.0 0.1 270 0.1 510 0.18
0
0
0
2 C 3 9 6.0 0.12 90 0.1540 0.10
0
0
31 3 7 2.0 0.1190 0.15*40 0.00
0
0
0
0
0
0
c
56
56
99
29
-------
SAS
131
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL HATERSHEDS"RUNOFF
PLOT=SHlN1KGEK (701) YEAR=84
EVENT SAKFLE KOKTH -DAY TIKE INTERVAL STAGE
I HR.R1N. (HIN.) (IN*)
40
40
40
40
uo
40
40
40
40
40
41
41
41
41
41
41
41
4 1
41
41
41
0
0
C
c
0
0
0
c
0
c
1
—»
4-
3
b
o
7
6
S
10
11
b
b
S
b
b
5
b
C
b
C
b
t
c
r
r.
20
20
20
20
20
20
20
2 0
21
21
26
2fc
2 0
2b
26
26
26
26
26
26
26
1 700
1 600
1900
2000
21 00
2200
2300
24C0
1 00
200
30
1 30
2 30
330
U30
L30
6 30
730
6 3 0
930
1 030
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
6 0
60
60
60
60
60
4.3
3.6
3.0
2.4
2.0
1 .6
1 .4
1 .1
0.8
0.6
4 . 0
b.O
4.8
4 .0
3.2
2.6
2.0
1 .6
1 .2
C . 9
0.6
EVENT SAM-Li. SLUr.LM TOTAL I 0R1K0 I K H 3 N N03N
I CC'KC. CONC. CONC. CONC. CONC.
(KG/L) (f!G/L) (KG/L) (ttG/L) (KG/L)
40
40
40
40
40
40
40
40
40
40
41
41
41
41
41
41
41
4 1
41
41
41
C
0
0
c
0
0
0
t
c
c
1
4.
3
4
t
6
7
6
y
ic
11
1 4 S b . 0
1340.0
667. b
320.0
430.0
605
2bC.
1 4 t.
160,
1 bb,
3. bbOO
3.0500
2.4 bOO
2.ObOO
1.6250
1 .1500
1.32b0
1.02b0
0.9 7 bO
1 .1 2b0
0.9000
0.3£bO
0.4600
0.4300
0.6150
0.61bO
I1.5350
0.4 6 00
1.b900
C.btOO
0.54 00
C.6 700
0.00
0.16
0.16
0.00
0.00
O.OC
O.Ofc
0.60
0.00
0.04
0.00
26.1
30.2
3b.0
33.2
35.4
33.1
37.6
3b.2
38.9
41.9
42.6
-------
SA5
132
16:15 FRIDAY, DECEMBER 13, 1905
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
PLOT = SHI hi KGEft (701) *EAR=B4
EVENT SAMPLE KON1H DAY TIRE INTERVAL STAGE
« HR.KIN. (Kit.) (IN.)
41
12
5
26
1 1 30
60
0.6
41
13
5
26
1 230
60
0.4
41
14
5
26
1 330
60
0.4
42
0
11
11
200
60
1 .4
42
0
11
1 1
300
60
3.0
42
0
11
11
400
to
3.6
42
0
11
11
500
60
4.6
42
1
11
11
600
60
4.6
42
-*\
4
11
11
700
60
3.4
42
3
11
1 1
800
60
3.2
42
4
11
11
900
60
3.4
42
c
11
11
1 000
60
3.4
42
I
11
1 1
1100
60
3.1
42
7
11
11
1 200
60
2.8
42
b
11
1 1
1 300
60
2.6
42
c.
11
1 1
14 00
60
2.3
42
1C
11
11
1 500
60
2.1
42
11
11
1 1
1600
60
1.9
42
1 2
11
11
1700
to
1 .8
42
1 3
11
11
1 eoo
60
1 .6
42
14
11
11
1 900
60
1 .3
LVLM
SAP; tat.
5ELIMM
TOTAL F
OKI KG
t
H 3 K
NC3K
#
CGKC.
(flG/L)
CONC.
(BG/L)
CONC .
(KG/L)
CONC .
(HG/L)
CONC.
(KG/L)
41
12
91 .0
1 .1750
0.5000
0.12
43.8
41
13
1941 .0
1 .1 000
0.6100
0 .00
43.0
41
14
•
•
»
•
•
42
o-
•
•
•
•
•
42
0
•
•
•
•
•
42
0
•
•
«
•
•
42
0
•
•
•
•
•
42
1
220.0
0.8415
0.1947
0.13
20.9
42
2
110.0
0.6545
0.2303
0.21
22.9
42
3
137.5
0.7055
0.2232
0.25
22.4
42
4
212.5
0.8585
0.20 89
0.41
23.1
42
5
112.5
0.5525
0.1 £76
0.33
22.9
42
6
105.0
0.6460
0.2064
0.37
23.5
42
7
to.o
0 .4675
0.17 34
0.13
23.6
42
8
75.0
C . 4 £ 7 5
0.1S11
0.57
25.3
42
c
V
fcb.O
0.44 20
0.1769
0.29
49.2
42
1C
92.S
0 . 4 C10
0.1698
0.13
12.7
42
11
t 2 . 5
0.4505
C.I 176
0.61
24.7
42
12
65.0
0 . JS95
0.1520
0.33
26.2
42
13
77.5
0 .4 4 2 l>
0.1591
0.33
25.7
42
14
50.0
0 . < t «. 1
0.1413
0.4 9
26.8
-------
SAS
133
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL WATERSHEDS-RUNOFF
— ILOT=SHIN1NCER (701)
YEAR = o<4 --
EVENT
SAfcPLE
WONTh
DAY TIRE
INTERVAL
STAGE
Hh.r.lN
(KIN.)
(IN.)
<42
15
11
11 2000
60
1.1
<42
U
11
11 2100
60
0.9
<42
0
11
11 2200
60
0.6
<42
0
11
11 2300
60
0.6
<42
C
11
11 2 <400
60
0.5
<42
C
11
12 100
60
0 . <4
EVENT
SAMFLt
S E L ' 1 f i t N 'i
TOTAL F
OFiTKO V
NH3N
NO 3 N
COhC.
C 0 N C .
CONC .
CONC.
CONC.
(r.G/L)
(KG/L)
(KG/L)
(MG/L) (KG/L)
<42
IS
% i • b
C.3tbb
0 • 1 <41 3
0.37
27.5
<42
It
5 0.0
0.3655
0.H65
0.21
26.0
<4 2
0
•
•
.
.
.
<42
0
•
•
.
.
.
<4 2
l"
•
«
«
.
.
<4 2
I'
1
•
.
.
.
n r.T-ciiUTLr.rL \
EVENT
SAKUL
KONlh
DAY Tir.F
1N T E F: V A L
STAGE
t
h n . r. 1 N
(KIN.)
(IN.)
<4 <4
1
3
<4 1 330
1 5
0.1
U<4
4,
3
a 1 3 <4 5
15
0.1
<4 <4
3
3
<4 1 <400
15
1 .2
<4 <4
<~
3
<4 1 <41 5
15
3.2
<4 <4
5
3
H 1 <430
15 -
3.7
<4 <4
t
3
<4 1 <4<45
15
<4.7
<4 <4
7
3
<4 1 500
15
6.1
<4 <4
6
3
U 1 51 5
15
U.I
<4
-------
SAS
16:15 FRIDAY, DECEHBEB 13,
DEFIANCE COUNTY PAULDING SOIL MATE RSHEDS-HUNOFF
PLGT=SHININGER (701) YEAR=85
EVENT SAKFLE MONTH DAY TIKE INTERVAL STAGE
I HR.f.IN. (HIN.) (IN.)
1114 10 3 14 1545 15 1.3
44 11 3 4 1600 15 0.7
<4H 12 3 « 1615 15 0.1
45 1 3 2b 600 60 0.1
45 2 3 20 900 60 1.0
U 5 3 3 2b 1000 60 2 .0
145 4 3 2b 1100 60 3.4
145 5 3 2b 1 200 60 4.4
145 6 3 2b 1 300 60 4.G
14 5 7 3 2b 11*00 60 3.3
14 5 6 3 2b 15C0 60 2.6
14 5 9 3 26 If GO 60 2.2
H5 10 3 2b 1700 60 l.b
14 5 1 1 3 2b 1 600 60 1 .6
145 1 2 3 2b 1900 60 2.0
H5 13 3 2 e 2000 60 2.0
4 5 14 3 2b 21 00 60 10.6
45 lb 3 <.tJ 2200 60 14 .6
45 It 3 2b 2 3 CO 60 15.7
45 17 3 cfc 2400 60 1 3.0
45 U 3 29 100 60 7.0
EVENT
SAKFLL
S L L 1 M E f; T
TOTAL F
OKTHO F
NH3N
N03N
«
C01.C .
C 0 N C .
CONC .
CONC.
CONC.
(P. G / L)
(f! G / L )
(KG/L)
(KG/L)
(HG/L)
UU
1 L
L73.3
0 .9t90
0.106
0.470
4.50
44
11
57t .6
0.9605
0.121
0.310
6.53
44
1 2
5/6.6
0.6925
0 .Gb6
0 . 31 C
6.22
45
1
1096 . 7
1 .7170
0.205
0. 650
9.02
45
4
10 6 6.7
1 .7140
0.24 2
C.390
9.17
45
3
1210.0
1 .9040
0.238
1 .1 70
9.147
45
4
973.3
1 .4620
0.191
0.060
6.08
45
I.
b7 3.3
1 .5640
0.220
0.39C
e.55
45
6
720.0
1.2750
0.209
c.oec
10.40
45
7
66 3.3
1 .1560
0.253
0.080
10.20
45
b
560.0
i .oebo
0.19b
0.050
10.50
U 5
9
4 fe 6 . 7
1.0030
0.202
0.230
11 .90
45
10
6 30 .0
1.1220
0.227
0.540
10.70
45
11
773 .3
1.2750
0.19b
1 .320
9.17
45
1 2
f t 3, 3
1.1390
0.176
0.230
9.64
45
13
213 3.3
2.6220
0.114
2 .250
5 .91
45
14
1 7it . 7
2.3970
0.143
C.000
5.9b
145
15
1UL,G
1 • 9 3 b 0
0.125
C.000
15.70
45
16
1 C 7 C . 0
2.2760
0.064
0.223
4 .b3
45
17
10 3 3.3
1.7510
0.114
0.233
4.20
14 5
1b
1 ( 3 . 3
1.66b0
0.165
0.233
3. 57
-------
SAS
135
16:15 FRIDAY, DECEHBER 13, 1965
DEFIANCE COUNTI PAULDING SOIL WATERSHEDS-RUNOFF
FLOT=SHIN1NGLF (701) IEAR=85
EVENT SAMPLE MONTK DAY TIKE INTERVAL STAGE
• HR.KIN. (KIN.) (IN*)
4 5 19 3 29 200 60 5.0
45 20 3 29 300 60 3.C
45 21 3 29 400 60 2.2
45 22 3 29 bCO 60 1.9
45 23 3 29 600 60 1.6
45 24 3 29 700 60 1.4
45 25 3 29 600 60 1.0
4t> 3 3 31 500 60 <4.14
46 ^ 3 31 600 60 <4. b
46 9 3 31 1 300 320 13.0
46 11 3 31 1500 120 2.e
46 1 2 3 31 1600 60 2.2
46 17 3 31 21 0 0 300 l.t
46 20 3 31 240C 120 1.5
46 21 4 1 10C 60 1.2
4b 22 4 1 200 60 0.7
4 6 23 U 1 3 00 60 0.6
46 24 4 1 4 CO tO O.U
46 25 4 1 500 60 0.3
46 2t k 1 6C0 60 0.2
47 1 u 5 1600 60 4.3
EVENT
sknvn
SLbl fit M
TOTAL V
ORTf'O F
NH3N
N03N
t
CONC.
CONC.
CONC.
CONC.
CONC.
( fS G / L)
(KG/L)
(r G/L)
(KG/L)
(P.G/L)
45
19
656.7
1 .326
0.136
0.000
5.98
*4 5
20
790.0
1 .224
0.136
0.000
6.61
45
21
706 . 7
1 .1 56
0.136
1.670
5.44
45
22
650.0
1 .207
0.15b
0.076
6.2 2
45
23
62 0.0
1 .071
0.147
o.07e
5.28
45
24
600 .0
1 .037
0.161
0. 369
5.91
45
25
56 3 .3
1 .1 22
0.117
0.233
7.30
46
3
553.3
1 .122
.
0.060
7.30
U6
14
563.3
0.969
•
•
•
46
9
503.3
0.6 5C
•
0.000
4.74
46
11
51C.0
0.918
•
•
•
46
1 2
540.0
1 .003
•
1 .176
1 .24
46
17
550.0
0.995
•
•
•
46
20
506.7
0.7.56
•
0.000
3.03
46
21
560.0
0.95^
•
0.000
7.69
U6
t.
413.3
0.660
•
1.01 0
0.55
46
23
430.0
0. 7o2
•
1.170
1 .39
<41
2^
U 11 . 7
0.7 Hb
•
0.000
2 .56
46
25
373.3
0.74C
•
0.230
4.35
46
26
540.7
0.952
•
0.000
7.07
47
1
7225.0
7.590
0.029
1.24C
0.00
-------
SAS
136
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE COUNTY PAULDING SOIL WATEF.SHEDS-RUNOFF
PLOT = SHI NINGEFi (701) Y EAR=85
EVENT SAMPLE fl 0 NT K DAY TIKE INTERVAL STAGE
* KR.riN. («IK.) (IN*)
4 7
2
4
b
1 700
60
7.4
U7
3
4
5
i eoo
60
10.4
7
14
4
5
1 900
60
10.4
47
5
4
b
2 OCO
60
b .4
47
6
4
5
2100
60
3.6
4 7
7
4
5)
2200
60
2.6
47
t
4
b
2300
60
1 .6
4 7
9
4
2400
60
1 .5
147
11
4
6
1 oo
60
1 .3
147
11
4
6
200
60
0.9
H7
1 2
4
6
300
60
0.7
47
13
4
6
4 00
60
0.7
147
14
4
6
500
60
0 . b
14 7
1 b
4
6
60 0
6U
0.6
147
16
4
6
700
60
0.4
147
1 7
4
C
COO
to
0.3
147
n
4
t;
9 00
6 0
0.3
147
19
4
t
1 COO
60
0.2
47
20
4
6
1100
60
0.2
147
21
4
6
1 200
60
0.2
147
2^
4
6
1300
60
0.2
• VENT
SAKfLE
s i l in ti
TOTAL T
OhTFO F
Kft 3K
N03N
*
COKC.
COKC .
CONG.
CONC.
CONC.
(KG/L)
(KG/L)
(RG/L)
(KG/L)
(KG/L)
147
71bb
7 . t«
0 .1 9 fc
0 .00
0.16
47
3
2 69 b
3 . 3 fc
0.169
0 .00
1 .71
147
4
21 7 b
3.07
0.213
1 .55
0.00
47
5
1 620
2.60
0.110
0 .00
0.47
147
t
1 53 b
2.04
0.103
0.00
2.33
147
7
115b
1 .19
0$110
0.00
2.02
47
fc
1 C fc 5
1 .bb
110.000
0.00
1 .71
47
9
1 32 0
2 .02
0 .1 76
0 .00
1 .09
47
10
92 0
1 .53
0 .257
0 .00
1 .24
47
11
1 01 0
1 .c>1
0.110
0.00
1 .09
47
1 2
76b
1.3b
0.09b
0.00
1 .71
47
1 3
60b
1 .31
0 .026
0.00
2.02
47
U
70b
1 .21
0 .004
0.16
2 .48
47
IS
66 b
3 . C t
0.077
0.16
3.73
47
11,
64 b
1.19
0.121
o.u
2.48
47
1 V
67 U
1.12
0 .011
o.cc
2.95
47
1 £
b4U
1 .09
0.1bh
0.16
3.41
47
1 ^
b7b
1.10
0.007
o.cc
3.26
47
21
6Cb
1.10
0.000
0 .00
3.57
47
; i
b7b
1 .07
0.004
o.c-o
4.51
47
59b
1 . 34
0.055
I . 6 C
2.95
-------
Appendix C
Runoff Data From the Rainulator Study in Defiance County (1983)
D = Dry run
V = Very wet run
W = Wet run
X1-X5 = Extra Inflow
DIP = Dissolved inorganic phosphorus
-------
SAS
1
16:15 FRIDAY( DECEKBER 13, 1965
DEFIANCE RAINULATOR STUDY
TILLAGE=BOLDBOARD PLOW RESIDUE=MOKE
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/KL)
LOAD (UG/SEC)
D
0.00
0.0000
0.0000
0.0000
0.0000
0.00
D
100.96
0.0013
0.2240
0.2992
8.8820
11 .86
D
244.75
0.0042
0.2240
0.9411
8.8620
37.32
D
421.59
0.0036
0.2240
0.8408
8.8820
33.34
D
611 .27
0.0038
0.2240
0.6406
8.8620
33. 34
D
793.00
0.0042
0.2240
0.9514
8.8620
37.72
D
962 .49
0.0043
0.2240
0.9617
8.8620
36.13
D
1262. 49
0 .0041
0.2113
0.8612
9.1460
37.27
D
1339.41
0.0040
0.1613
0.7288
9.7711
39.27
D
1431 .19
0.0103
0.1455
1.5009
10.5170
106.46
D
1546.63
0.0323
0.1081
3.4884
10.6848
344.73
D
1633.72
0.0957
0.1139
10.8990
7.4062
706.61
D
1679.61
0.1732
0.1170
20.2634
5.6746
963.02
D
1790.97
0.3310
0.1244
41 .1746
1.4726
467.40
D
1666.24
0.3993
0.1258
50.2323
1.5000
599.00
D
1990.45
0.4553
0.1217
55.3666
1.3000
592.00
D
2064 .49
0.4696
0.1192
55.9720
1.2500
567.00
D
2162.39
0.4646
0.1170
54.3643
0.2425
112.70
D
2276.64
0.4399
0.1170
51 .4679
1 .1128
469.54
D
2372.26
0.4518
0.1170
52.8658
1 .8137
619.52
D
2492.19
0.4723
0.0948
44 .7790
2.7618
1304.26
D
2599.27
0.4882
0.0566
27.6453
3.6496
1761.62
D
2772.43
0.5053
0.0210
10.6276
4.7201
2365.11
D
2904.60
0.5112
0.0554
28.3195
4.6770
239C.9b
D
2973.13
0.5103
0.0732
37.3616
4.6546
2375.29
D
3133.44
0.5062
0.0914
46.2922
4.2657
2159.34
D
3373.91
0.5067
0.0980
49.6534
3.5620
1604.75
D
3541.57
0.5131
0.0980
50.2792
3.5620
1627.49
D
3600.00
0.4802
0.0980
47.0591
3.5620
1710.45
D
3600.60
0.4802
0.1270
60.9847
2.1220
1019.00
D
3749.60
0.2903
0.1270
36.6740
2.1220
616.10
D
3960.70
0.0902
0.1270
11 .4586
2.1220
191.50
D
4226.87
0.0331
0.1270
4.2013
2.1220
70.20
D
4526.87
0.0164
0.1270
2.0776
2.1220
34.70
D
4546.89
0.0152
0.1270
1 .9360
2.1220
32.30
D
4846.89
0.0046
0.1270
0.5896
2.1220
9.05
D
4978.26
0.0000
0.1270
0.0000
2.1220
0.00
V
0.00
0.0000
0.0000
0.0000
0.0000
0.00
V
13.46
0.0143
0.1170
1 .6787
1.9030
27.30
V
129.72
0.0945
0.1170
11 .0608
1.9030
179.90
V
218.44
0.2631
0.1170
30.7794
1.9030
500.63
V
291.87
0.4467
0.1170
52.2644
1.9030
850.06
V
346.77
0.4999
0.1164
58.1721
1.9793
969.41
V
448.51
0.5320
0.1130
60.1403
2.3e49
1268.74
V
508.47
0.5418
0.1111
60.1682
2.6268
1424.30
V
688.37
0.5269
0.1052
55.4525
3.2749
1725.47
V
829.10
0.5259
0.1010
53.1344
3.6413
1515.12
V
961 .26
C.5292
0.0970
51 .3091
3.6548
1934.09
V
1108.12
0.5376
0.0921
49.4916
2.4644
1335.56
-------
SAS
1
16:15 FRIDAY, DECEMBER 13, 19^
DEFIANCE RAINULATOR STUDY
TILLAGE^HOLDBOARD PLOW
RESIDUE=MONE
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(OG/SEC)
CONC. (UG/HL)
LOAD (UG/SEC)
V
1295.96
0.5346
0.0794
42.4747
2.0603
1101.79
V
1408.55
0.5195
0.0648
33.6562
2.9944
1555.51
V
1540 .72
0.5099
0.0490
24.9829
4.0020
2040.44
V
1647.18
0.5108
0.0490
25.0276
4.0020
2044.09
V
1756.71
0.5273
0.0490
25.8393
4.0020
2110.39
V
1600.00
0.5121
0.0490
25.0948
4.0020
2049.5fc
V
1600.60
0.5121
0.0960
50.1696
3.5620
1624.24
V
1050.33
0.4062
0.0980
39.8101
3.5620
1441>. 9b
V
1 966 .56
0.1755
0.0980
17.1974
3.5620
625.07
V
2123.23
0.0634
0.0980
6.2155
3.5620
225.91
V
2217.46
0.0079
0.0980
0.7744
3.5620
28.1b
V
251 7.46
0.0015
0.0980
0.1458
3.5620
5.30
V
2587.03
0.0000
0.0980
0.0000
3.5620
O.OO
w
0.00
0.0000
0.0000
0.0000
0.0000
0.0G
w
58.13
0.0066
0.1070
0.7010
1.4150
9.27
u
111 .97
0.0293
0.1070
3.1360
1 .4150
41.47
w
203.76
0.0556
0.1070
5.9492
1 .4150
76.67
k
293.09
0.1096
0.1070
11.7310
1 .4150
1 b b -1 3
u
368.35
0.2434
0.1096
26.6676
1 .6146
393.07
u
406.74
0.3295
0.1122
36.9884
1 .6252
601 .45
u
510.31
0.4562
0.1190
54.2913
2.3544
1073.96
w
673.68
0.5204
0.1354
70.4854
3.1057
1616.20
u
829.10
0.5329
0.1655
88.1 930
3.5600
1697.19
w
983.29
0.5366
0.1729
92.7976
3.8963
2092.0 4
u
1128.31
0.5432
0.1401
76.0778
4.0163
2181.72
u
1349.20
0.5381
0.1095
58.8904
3.9826
2142.64
V
1551.73
0.5399
0.0980
52.9130
3.8060
2054.97
w
1696.13
0.5324
0.0980
52.1798
3.8060
202t>.4*
w
1600.00
0.5017
0.0960
49.1645
3.6060
1909.39
w
1800.60
0.5017
0.1600
80.2700
3.4650
1738.32
u
2100.60
0.1337
0.1600
21 .3900
3.4650
463.34
u
2123.64
0.1052
0.1600
16.8300
3.4650
364.56
w
2423.64
0.0357
0.1600
5.7100
3.4650
123.61
w
2427.33
0.0349
0.1600
5.5800
3.4650
120.61
u
2727.33
0.0190
0.1600
3.0400
3.4650
65.66
w
3027.33
0.0032
0.1600
0.5100
3.4650
10.92
H
3086.94
0.0000
0.0000
0.0000
3.4650
0.00
12
0.00
0.0000
0.0000
0.0000
0.0000
0.00
X2
42.89
0.0001
0.0880
0.0050
2.5380
0.14
X2
93.75
0.0222
0.0880
1.9552
2.5380
56.39
X2
134.20
0.0728
0.0880
6.4042
2.5380
164.70
X2
145.64
0.4107
0.0880
36.1361
2.5380
1042.26
X 2
169.12
0.8230
0.0880
72.4198
2.5380
2088.fcb
X2
209.57
1.0164
0.0880
89.4401
2.5380
2579.53
X2
265.33
1.1934
0.0790
94.2936
2.3693
2627.5t
X2
393.40
1.2642
0.0582
73.5746
1.9786
2501.42
12
479.18
1.2644
0.0490
62.9347
1.8060
2319.59
X2
571 .10
1.2665
0.C490
62.1573
1.6060
2290. 9*.
X2
577.84
0.0000
0.04 90
0.0000
1 .6060
C. I/O
-------
5AS
3
16:15 IRIDAX, DECEMBER 13, 19fcb
DEFIANCE RAIKULATOR STUDY
BOARD PLOW RE5IDUE = NONE
fiEP RUN
X3
X 3
13
X3
X 3
X3
X 3
X3
X 3
X3
X 3
X4
X4
X4
xu
X4
X 5
X 5
X 5
IS
X5
X5
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
t
I
D
D
D
D
D
D
D
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
TIBE
(SEC)
0.00
17.16
56.37
103.56
155.03
227.34
396.30
169.60
570.49
600.00
600.60
0.00
33.70
96.66
396.66
570. 49
589.48
0.00
15.93
315.93
584.58
600.00
600.60
0.00
65.61
148.99
329.25
629.07
859.61
1159.61
1177.21
1477.21
1516.27
1760.30
2060.12
2107.80
2336.03
2636.03
2668.96
2968.96
3036.23
3242.85
3542.85
3591.72
3600.00
3600.60
3900.60
3911.76
4109.21
DISCHARGE
(KG/SEC)
DIP CONC,
(OG/HL)
DIP LOAD
(UG/SEC)
TOTAL P
CONC.(UG/HL)
TOTAL P
LOAD(UG/SEC)
0.0000
0.0000
0.0000
0.0000
0.0
1.2721
0.0000
0.0000
0.6830
668.9
1.3637
0.0000
0.0000
0.6830
931 .4
1.5746
0.0000
0.0000
0.6830
1075.5
1.7236
0.0000
0.0000
0.6830
1177.2
1.7362
0.0000
0.0000
0.6725
1167.5
1.7337
0.0000
0.0000
0.5685
965.5
1.7649
0.0000
0.0000
0.5370
947.7
1.7657
0.0000
0.0000
0.5370
948. 2
0.0000
0.0000
0.0000
0.5370
0.0
0.0000
0.0000
0.0000
0.0000
0.0
0.0000
0.0000
0.0000
0.0000
0.0
2.5310
0.0200
50.6205
4.0990
10374.7
2.8364
0.0200
56.7272
4.0990
11626.2
2.8350
0.0043
12.1302
1 .2220
3464 .4
2.8342
0.0000
0.0000
0.4390
1244.2
0.0000
0.0000
0.0000
0.4390
0.0
0.0000
0.0000
0.0000
0.0000
0.0
2.6406
0.0000
0.0000
0.2440
693.1
2.8389
0.0000
0.0000
0.2007
569.9
2.8374
0.0000
0.0000
0.1460
41m. i
1.8410
0.0000
0.0000
0.1460
268 .b
1.8410
0.0000
0.0000
0.0000
0.0
0.0000
0.0000
0.0000
0.0000
0.0
0.0011
0.1170
0.1320
6.0020
6. b
0.0067
0.1170
0.7879
6.0020
40.4
0.0099
0.1170
1.1529
6.0020
59.1
0.0398
0.1170
4.6541
6.0020
236.6
0.0730
0.1132
8.2652
5.6660
41 3.b
0.1051
0.1082
11.3737
5.2270
549.6
0.1070
0.1079
11.5462
5.2012
556.7
0.1470
0.1235
18.1515
4.9229
723.7
0.1522
0.1261
19.1905
4.891 2
74a.4
0.2107
0.1047
22.0721
3*7561
791.6
0.2831
0.0750
21.2272
3.4160
967.0
0.3599
0.0680
24.4763
3i6158
1301 .5
0.4610
0.0680
31.3503
5.7283
2641 .0
0.4929
0.0282
13.8846
5.0070
2466.1
0.4964
0.0218
10.8227
4.7232
2 3M4.7
0.5154
0.0251
12.9546
2.9528
1521.9
0.5197
0.0290
15.0706
2.6330
1366.3
0.5378
0.0290
15.5964
2.5662
1380.1
0.5500
0.0290
15.9494
2.5380
1395.b
0.5520
0.0?90
16.0069
2.5380
1400.9
0.3849
0.0290
11.1635
2.5360
977*0
0.3649
0.0200
7.6990
3.4160
1315.0
0.1343
0.0200
2.6152
3.4160
458.b
0.1249
0.0200
2.4984
3.4160
426.7
0.0604
0.0200
1*2064
3.4160
206.4
-------
SAS
u
1€:15 FRIDAI, DLCEBBER 13, 196i
DEFIANCE RAINULATOR STUDY
TILLAGE=HOLDBOARD PLOW RES1DUE~NOME
REP
RUN
TlflE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(OG/ML)
(OG/SEC)
CONC.(UG/HL)
LOAD (UG/SiC)
2
D
4409.21
0.0436
0.0200
0.6753
3.4160
149.50
2
D
4709.21
0.0271
0.0200
0.5422
3.4160
92.61
2
D
5009.21
0.0105
0.0200
0.2091
3.4160
35.71
2
D
5197.51
0.0000
0.0200
0.0000
3.4160
0.00
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
V
28.20
0.0139
0.0980
1.3620
3.3180
46.11
2
V
125.08
0.1610
0.0980
15.7813
3.3160
534.31
2
V
220.11
0.2564
0.0980
25.1317
3.3160
850.69
2
V
494.60
0.5280
0.1139
60.1558
3.6130
1907.67
2
V
794.60
0.5837
0.1484
86.6313
2.6096
1639.92
2
V
813.63
0.5872
0.1509
88.5671
2.6902
1579.61
2
V
1018.41
0.5950
0.1631
97.0216
2.4265
1443.63
2
V
1318.41
0.6076
0.1531
93.0011
2.9667
1614.66
2
V
1479.49
0.6144
0.1477
90.7364
1.9387
1191.14
2
V
1606.66
0.6020
0.1460
87.6850
1.6100
969.14
2
V
1600.00
0.5735
0.1460
63.7365
1 .6100
923.40
2
V
1800.60
0.5735
0.1070
61.3665
3.1230
1791 .1b
2
V
1976.12
0.2656
0.1070
28.4211
3.1230
629.
2
V
2267.97
0.0999
0.1070
10.6908
3.1230
312.1/3
2
V
2567.97
0.0283
0.1070
3.0305
3.1230
68.45
2
V
2673.87
0.0031
0.1070
0.3265
3.1230
9.53
2
V
2973.87
0.0016
0.1070
0.1721
3.1230
5.02
2
V
3035.61
0.0013
0.1070
0.1403
3.1230
4.10
2
V
3335.61
0.'0006
0.1070
0.0677
3.1230
1 .9b
2
V
3615.63
0.0000
0.1070
0.0000
3.1230
0.00
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
V
41 .08
0.0034
0.0000
0.0000
3.3670
11 .37
2
u
103.62
0.0820
0.0000
0.0000
3.3670
276.23
2
w
176.56
0.1639
0.0000
0.0000
3.3670
552.01
2
w
476.56
0.4083
0.0332
13.5674
3.4623
1413.61
2
u
572.05
0.4861
0.0549
26.6711
3.5243
1713.26
2
w
798.30
0.5872
0.0630
36.9630
3.5076
2059.55
2
H
889.65
0.6099
0.0602
36.7230
3.4780
2121.30
2
ii
1052.13
0.6204
0.0509
31.5539
3.0477
1890.91
2
H
1286.35
0.5726
0.0428
24.4612
2.4400
1397.07
2
W
1432.27
0.5940
0.0525
31 .1785
2.4400
1449.47
2
w
1547.54
0.6079
0.0590
35.8671
2.4400
1463.32
2
H
1773.79
0.5774
0.0590
34.0676
2.4400
14 06.90
2
V
1600.00
0.4199
0.0590
24.7716
2.4400
1024.45
2
u
1600.60
0.4199
0.0490
20.5730
2.1470
901 .43
2
fi
1971.83
0.2176
0.0490
10.6633
2.1470
467.22
2
W
2224.44
0.0906
0.0490
4.4369
2.1470
1 94 . 50
2
H
2524.44
0.0564
0.0490
2.7651
2.1470
1 21 .1 6
2
V
2775.65
0.0278
0.0490
1.3635
2.1470
59. 74
2
U
3075.65
0.0187
0.0490
0.9157
2.1470
40.12
2
w
3248.37
0.0134
0.0490
0.6579
2.1470
26.83
2
w
3548.37
0.0072
0.0490
0.3510
2.1470
15.3b
2
w
3648.37
0.0009
0.0490
0.0442
2.1470
1.93
2
w
3691.54
0.0000
0.04.90
0.0000
2.1470
0.00
-------
SAS
5
16:15 FRIDAY( DECEBBER 13, 19b5
DEFIANCE EAIKULATOR STUDY
" PLOW RESIDUE=NONE
Rep
RUN
TIBE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(UG/SEC)
CONC.(UG/BL)
LOAD (UG/SEC)
2
12
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
12
26.96
0.0035
0.0290
0.101
3.1230
10.90
2
12
96.81
0.1398
0.0290
4.055
3.1230
436.74
2
12
153.79
0.2404
0.0290
6.971
3.1230
750.69
2
X2
204.65
0.8525
0.0290
24.721
3.1230
2662.23
2
X 2
267.76
1.1178
0.0831
92.938
3.2674
3674.51
2
X2
355.37
1.2357
0.1653
204.245
3.5367
4370.2b
2
X2
450.96
1 .2813
0.2540
325.459
3.8060
4676.76
2
X2
580.24
1 .2734
0.2540
323.452
3.8060
4846.6b
2
X2
594.33
1 .2083
0.2540
306.903
3.8060
459b.12
2
X2
600.00
1 .0725
0.2540
272.416
3.8060
4081.96
2
X2
600.60
1.0725
0.0000
0.000
0.0000
0.00
2
X3
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
X 3
22.06
0.1264
0.2930
37.023
2.0500
259.04
2
X 3
86.39
0.2550
0.2930
74.721
2.0500
522.79
2
X3
136.61
0.4800
0.2930
140.654
2.0500
984.10
2
X3
165.43
1 .1 619
0.2930
340.437
2.0500
2361.90
2
X 3
200.97
1 .5062
0.2930
441.324
2.0500
3067.76
2
X3
281.85
1.6653
0.2870
477.975
1 .8162
3024.59
2
X3
370.08
1.7115
0.2797
478.652
1.5291
2617.09
2
X3
572.89
1.7107
0.2730
467.026
1 .2690
2170.90
2
X3
600.00
0.0000
0.2730
0.000
1 .2690
0.00
2
X3
600.60
0.0000
0.0000
0.000
0.0000
0.00
2
XI
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
X4
3 *66
1.7182
0.1660
265.221
0.8780
150b.56
2
X4
49.02
2.4035
0.1660
398.985
0.6780
2110.30
2
X4
153.18
2.4252
0.1660
402.563
0.8780
2129.33
2
xu
240.80
2.5229
0.1523
384.166
0.8154
2057.15
2
xu
540.80
2.7380
0.0590
161.543
0.3900
1067.63
2
xu
581.47
2.7672
0.0590
163.264
0.3900
1079.20
2
xu
593.11
0.0000
0.0590
0.000
0.3900
0.00
2
X5
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
X5
7.35
2.7703
0.2930
811.711
0.5860
1623.42
2
X5
307.35
2.7698
0.3048
644.141
0.6253
1732.10
2
X5
600.00
2.7693
0.3220
891.716
0.6830
1691.43
2
X5
600.60
2.7693
0.0000
0.000
0.0000
0.00
3
D
0.00
0.0000
0.0000
0.000
0.0000
0.00
3
D
89.42
0.0000
0.1370
0.002
11 .8100
0.20
3
D
159.85
0.0012
0.1370
0.164
11 .8100
14.13
3
D
384.01
0.0023
0.1370
0.314
11 .8100
27.06
3
D
463.01
0.0052
0.1370
0.716
11.6100
61 .72
3
D
584.89
0.0062
0.1370
0.844
11.8100
72.73
3
D
716.57
0.0107
0.1566
1 .673
10.4855
111 .97
3
D
873.36
0.0308
0.1922
5.925
8.0866
24 9.34
3
D
1171 .01
0.0585
0.2130
12*466
5.0268
294.15
3
D
1471 .01
0.1083
0.2383
25.813
4.6467
503.34
3
0
1474.79
0.1090
0.2387
26.003
4.6491
506.53
3
I)
1774.79
0.1552
0.2522
39.130
5.1232
795.02
3
I
1776.11
0.1554
0.2522
39.189
5.1255
796.43
-------
SAS
b
16:15 FRIDAY , DECEMBER 13, 19ti!>
DEFIANCE RAINULATOR STUDY
TILLAGE-HOLDBOARD PLOW RESIDUE=NONE
REP
RUN
TIBE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC.(UG/HL)
LOAD (UG/5LC)
3
D
1956.79
0.1846
0.2540
46.936
5.1806
957.31
3
D
2142*97
0.2090
0.2548
53.249
4.9024
1024 .414
3
D
2332.22
0.2306
0.2668
61 .517
1.6701
385.06
3
0
2506.77
0.2463
0. 2756
67.684
1.2237
301.46
3
D
2646.41
0.2702
0.2602
75.710
3.4496
932.03
3
D
2815. 45
0.2852
0.2776
79.164
4.6988
1340.03
3
D
2910.99
0.3105
0.2715
84.314
4.6058
14 30.111
3
0
2971.62
0.3232
0.2677
66.522
4.5466
1469.5b
3
D
302b.5b
0.3426
0.2641
90.521
4.4914
1539.51
3
D
3328.5e
0.3551
0.2441
86.681
5.0722
1601.22
3
D
31421 .16
0.3589
0.2440
87.578
5.0750
1821 .54
3
D
3567. 14
0.3674
0.2440
89.634
5.0750
1664.31
3
D
3600 .00
0.2709
0.2440
66.094
5.0750
1374.69
3
D
3600.6C
0.2709
0.2730
73.949
3.6060
1C 30.9b
3
D
3754.95
0.1133
0.2730
30.924
3.6060
4 31 .12
3
D
3956.45
0.0326
0.2730
8.963
3.8060
124.9b
3
D
4 256.45
0.0182
0.2730
4.966
3.8060
69.2 3
3
L>
4348.42
0.0137
0.2730
3.740
3.6060
52.1 5
3
D
4648.42
0.0100
0.2730
2.730
3.6060
3b. 07
3
D
4946.12
0.0063
0.2730
1 .720
3.6060
23.9b
3
D
5246.42
0.0026
0.2730
0.710
3.8060
9.90
3
l>
5459.41
0.0000
0.2730
0.000
3.8060
0.00
3
V
0.00
0.0000
0.0000
0.000
0.0000
0.00
3
V
38.55
0.0028
0.2240
0.620
5.7100
1 5. bO
3
V
146.85
0.0597
0.2240
13.364
5.7100
340.67
3
V
271.68
0.1964
0.2240
44.004
5.7100
1121 .70
3
V
401.39
0.3925
0.2288
89.784
5.4544
2140.75
3
V
558.65
0.4573
0.2392
109.399
4.8914
2236.71
3
V
855.41
0.4618
0.2515
116.150
4.2325
1954.59
3
V
1100.16
0.4881
0.2041
99.613
3.8778
1892.72
3
V
1208.46
0.4970
0.1723
65.646
3.7370
1857.3fc
3
¥
1469.13
0.4806
0.1429
68.675
3.6699
1763.91
3
V
1769.13
0.4779
0.1370
65.468
3.6600
1748.99
3
V
1770.17
0.4779
0.1370
65.466
3.6600
1748.95
3
V
1800.00
0.4890
0.1370
66.997
3.6600
1789.84
3
V
1800.60
0.4890
0.0680
33.254
2.9770
1455.64
3
V
1879.70
0.3429
0.0680
23.316
2.9770
1020.75
3
V
2077.95
0.0939
0.0680
6.385
2.9770
279.55
3
V
2224.80
0.0126
0.0680
0.858
2.9770
37.55
3
V
2524.80
0.0046
0.0680
0.325
2.9770
14.22
3
H
0.00
0.0000
0.0000
0.000
0.0000
0.00
3
W
80.16
0.0029
0.2150
0.634
8.0520
23.74
3
V
146.24
0.0283
0.2150
6.094
8.0520
226.22
3
w
260.66
0.0576
0.2150
12.383
8.0520
463.77
3
u
367.13
0.1263
0.2161
27.294
7.6225
962.69
3
w
559.26
0.3260
0.2219
72.328
5.4002
1760.3b
3
u
749.55
0.4582
0.2360
108.109
4.3700
2002.22
3
u
846.23
0.4469
0.24 56
109.777
4.1986
1876.46
3
N
1035.30
0.4483
0.2196
96.441
4.0332
1807.95
-------
SAS
7
16:15 FRIDAY, DECEMBER 13, 19b5
DEFIANCE RAItiULATOfi STUDY
TILLAGE-fiOEDBOARD PLOW RESIDUE=KONE
kep
RUM
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC . (UG/HL)
LOAD(UG/SEC)
3
W
1158.90
0.UU29
0.1792
79.38
U.0134
1777.60
3
W
1321.05
0.4928
0.1797
86.54
4.0612
2001,2b
3
N
1U37.31
0.4726
0.2099
99.24
4.1366
1955.77
3
W
1672.27
0.3904
0.2340
91 .35
4.1970
1638.49
3
W
17U6.92
0.4297
0.23U0
100.55
4.1970
1603.3b
3
W
1600.00
0.4600
0.2340
107.64
4.1970
1930.57
3
b
1600.60
0.4600
0.2050
94.30
2.7000
1242.00
3
U
1958.63
0.1982
0.2050
40.63
2.7000
535.10
3
U
2058.37
0.0894
0.2050
18.32
2.7000
241 .40
3
u,
2259.06
0.0342
0.2050
7.01
2.7000
9 2.30
3
u
2U90.35
0.0154
0.2050
3.15
2.7000
41 .60
3
V
2790.35
0.0039
0.2050
0.81
2.7000
10.50
3
V
2893.58
0.0000
0.2050
0.00
2.7000
0.00
3
X2
0.00
0.0000
0.0000
0.00
0.0000
0.00
3
X 2
34.27
0.0037
0.2440
0.90
3.7580
1 3.6b
3
X 2
135.64
0.0637
0.2440
15.54
3.7580
239.27
3
X 2
1 72.55
0.1436
0.2440
35.03
3.7580
539.49
3
X 2
264.33
0.6744
0.2329
203.65
3.4485
3015.37
3
X 2
268.61
0.9617
0.2279
219.19
3.3091
3162 .49
3
X 2
U00.17
1.1102
0.2052
227.79
2.6746
2969.72
3
X 2
500.52
1 .1458
0.1950
223.44
2.3910
2739.67
3
X2
595.36
1.1204
0.1950
218.47
2.3910
2676.77
3
X2
600.00
1.0980
0.1950
214.12
2.3910
2625.42
3
X 2
600.60
1.0980
0.0000
0.00
0.0000
0.00
3
13
0.00
0.0000
0.0000
0.00
0.0000
0.00
3
13
31 .82
0.0930
0.2930
27.26
2.6350
245.13
3
X3
89.95
0.1757
0.2930
51 .47
2.6350
462.90
3
X3
165.21
1.0485
0.2930
307.22
2.6350
2762.67
3
X3
212.32
1.4558
0.2926
425.99
2.6260
3622 .64
3
X3
256.38
1.5969
0.2855
U55.84
2.4559
3921.66
3
X3
U01.39
1.6780
0.2619
439.U7
1.8957
3181 .05
3
X3
591.69
1.6363
0.2540
U15.62
1.7080
2794.77
3
X 3
600.00
1.6336
0.2540
414.94
1.7080
2790.25
3
X4
0.00
0.0000
0.0000
0.00
0.0000
0.00
3
XU
85.05
0.1917
0.3510
67.29
1.5620
299.44
3
XU
121 .76
1.0422
0.3510
365.83
1.5620
1627.99
3
XU
150.52
2.1610
0.3510
758.50
1.5620
3375.44
3
XU
297.37
2.5344
0.3368
853.56
1 .3665
3463.23
3
XU
U1U.24
2.6111
0.3178
893.U1
1 .1050
3106.32
3
XU
596.58
2.8534
0.3120
690.26
1 .0250
2924.75
3
XU
600.00
2.2872
0.3120
713.62
1 .0250
2344.42
3
XS
0.00
o.oooa
0.0000
0.00
0.0000
0.00
3
X 5
68.53
0.6276
0.3420
21U.62
0.9270
581.74
3
XS
115.03
3.2286
0.34 20
1104.18
0.9270
2992.92
3
X5
U15.03
3.2227
0.1165
375.32
0.6357
2046.5b
3
XS
6.00 .00
3.2186
0.0780
251.05
0.5660
1886.07
3
XS
600.60
3.2186
0.0000
0.00
0.0000
0.00
-------
SAS
1
1 e s 1 5 FRIDAY , DECEHBER 13, 1
DEFIANCE RAINULATOR STUDY
TILLAGE-NEW RIDGES RES1DUE-FURR
REP
RUN
TIKE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(UG/SEC)
CONC. (UG/ttL)
LOAD(UG/SEC)
2
D
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
D
128.70
0.0002
0.11 70
0.0184
10.6800
1 .676
2
D
26U.37
0.0026
0.1170
0.3079
10.6800
28.1 07
2
D
581.61
0.0120
0.1170
1 .4061
10.6800
128.354
2
D
732.99
0.0213
0.1170
2.4672
7.5161
159.776
2
D
770.99
0.0231
0.1170
2.7075
6.3488
146.919
2
D
774.67
0.0208
0.1170
2.4359
6.2358
129.82*
2
D
1009.40
0.0221
0.1196
2.6390
2.7039
59.63*
2
D
1323.39
0.0385
0.1234
4 .751 3
4.4841
172.5fc*
2
D
1286.67
0.0534
0.1193
6.3754
6.0436
322.846
2
D
1586.87
0.0706
0.0957
6.7 566
5.5545
392.366
2
D
1598.98
0.0712
0.0970
6.9060
5.5446
394.866
2
D
1879.67
0.0968
0.1205
11.6650
5.2544
508.477
2
D
2176.30
0.1086
0.0620
8.9026
4.3414
471.453
2
D
2476.30
0.1100
0.0445
4.6990
1.6795
184.792
2
D
2490.09
0.1101
0.0432
4.7551
1 .8455
203.161
2
D
2780.59
0.1110
0.0215
2.3876
4.1497
460.436
2
D
3060.59
0.1120
0.0422
4.7229
1.2607
141.253
2
D
3060.90
0.1120
0.0422
4.7319
1.2607
14 1 . 2 4 fe
2
D
3185.70
0.1069
0.0695
7.4270
1.2436
132.927
2
D
3376.92
0.1073
0.1070
11.4626
1.2200
130.926
2
D
3506.84
0.1114
0.1070
11.9188
1 .2200
135.896
2
D
3600.00
0.1129
0.1070
12.0815
1.2200
137.752
2
D
3600.60
0.1129
0.0200
2.2582
0.1460
16.465
2
D
3786.31
0.0917
0.0200
1.8349
0.1460
13.395
2
D
4086.31
0.0365
0.0200
0.7695
0.1460
5.617
2
D
4302.96
0.0000
0.0200
0.0000
0.1460
0.000
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
V
36.74
0.0071
0.0680
0.6280
4.9780
35.522
2
V
124.91
0.0245
0.0880
2.1588
4.9780
122.116
2
1
203.89
0.0430
0.0880
3.7833
4.9780
214.013
2
V
275.53
0.0513
0.0880
4.5110
4.9780
255.160
2
V
564.54
0.0858
0.0880
7.5501
4.4433
381.214
2
?
864.54
0.1077
0.0802
8.6337
3.4934
376.161
2
V
678.03
0.1087
0.0797
8.6637
3.4474
374.594
2
V
1174.39
0.1156
0.1098
12.6925
3.7466
433.206
2
V
1459.72
0.1205
0.0274
3.3044
0.9031
108.874
2
V
1759.72
0.1219
0.0000
0.0000
0.0000
0.000
2
V
1773.21
0.1219
0.0000
0.0000
0.0000
0.000
2
V
1799.54
0.1136
0.0000
0.0000
0.0000
0.000
2
V
1800.00
0.0941
0.0000
0.0000
0.0000
0.000
2
V
1800.60
0.0941
0.0290
2.7300
2.8300
266.414
2
V
2057.93
0.0121
0.C290
0.3499
2^8300
34.144
2
V
2325.50
0.0010
0.0290
0.0293
2.8300
2.661
2
V
2456.54
0.0000
0.0290
0.0000
2.6300
0.000
2
H
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
H
106.54
0.0024
0.1070
0.2570
0.3000
0.720
2
w
277.98
0.0367
0.1070
3.9278
0.3000
11 .000
2
M
435.34
0.0596
0.1105
6.5876
0.4628
27.588
-------
SAS
16:15 FRIDAY,
DECEMBER 13,
9
1965
DEFIANCE RAINULATOR STUDY
TILLAGE=NEW RIDGES RESIDOE=FURR
Rep
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/BL)
LOAD (UG/SfcC)
2
W
568.21
0.0767
0.1149
8.8165
1.0465
60.26
2
V
720.06
0.0941
0.1170
11 .0143
1.2300
115.79
2
V
662.93
0.1046
0.1170
12.2418
1 .0710
112.06
2
K
1161 .73
0.1143
0.1086
12.4145
3.9728
4 54.11
2
W
1462.17
0.119C
0.0397
4.7466
4.0094
479.72
2
w
1762.17
0.1203
0.0200
2.4060
3.8550
463.7b
2
w
1773.21
0.1203
0.0200
2.4065
3.6550
463.65
2
M
1600.00
0.1117
0.0200
2.2336
3.8550
430.53
2
k
1600.60
0.1117
0.0490
5.4724
3.6000
424.50
2
w
1699.96
0.0699
0.0490
4.4063
3.6000
341.bO
2
w
217U.66
0.0373
0.0490
1 .8263
3.8000
141.70
2
H
2474.66
0.0195
0.0490
0.9560
3.6000
74.1 0
2
u
24 94.50
0.0163
0.0490
0.6991
3.8000
69.50
2
w
2794.50
0.0079
0.0490
0.3680
3.6000
30.00
2
XI
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
X1
143.36
0.0003
0.0860
0.0236
6.5400
2.31
2
XI
179.51
0.0741
0.0680
6.5166
8.5400
632.60
2
XI
211.96
0.2144
0.0875
16.7588
8.4695
1615.4fc
2
XI
257.93
0.2639
0.0762
20.1102
6.8345
1603.31
2
XI
297.75
0.2714
0.0664
16.0260
5.4174
1470.10
2
X1
411.71
0.2906
0.0364
11.1636
1.3625
395.9b
2
XI
526.69
0.2962
0.0290
6.6466
1 .0000
296.20
2
XI
563.25
0.2600
0.0290
8.1210
1.0000
280.00
2
X1
600.00
0.0000
0.0290
0.0000
1.0000
0.00
2
X1
600.60
0.0000
0.0000
0.0000
0.0000
0.00
2
X2
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
X2
20.63
0.2665
0.0000
0.0000
1 .1220
323.tb
2
X2
61 .27
0.5575
0.0000
0.0000
1 .1220
625.46
2
X2
66.64
0.6110
0.0000
0.0000
1 .1 220
909.99
2
X2
129.27
0.8770
0.0000
0.0000
1.1220
983.96
2
X2
261 .61
0.8876
0.0000
0.0000
0.9751
665.72
2
X2
369.43
0.9019
0.0000
0.0000
0.6683
602.72
2
X2
561.20
0.9032
0.0000
0.0000
0.4390
396.50
2
X2
565.09
0.8668
0.0000
0.0000
0.4390
380.54
2
12
600.00
0.3146
0.0000
0.0000
0.4390
138.13
2
X2
600.60
0.3146
0.0000
0.0000
0.0000
0.00
2
X 3
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
X3
66.01
0.0031
0.0100
0.0313
0.6830
2.14
2
X3
67.00
0.5910
0.0100
5.9103
0.6830
403.67
2
X3
121 .31
1.3020
0.0100
13.0196
0.6830
869.24
2
X3
157.45
1.3909
0.0100
13.9086
0.6830
949.96
2
X3
279.99
1.4166
0.0071
10.0367
0.5636
826.60
2
X 3
393.33
1 .4845
0.0024
3.5054
0.4225
627.23
2
X3
577.13
1.5055
0.0000
0.0000
0.3420
514.67
2
X3
600.00
0.0000
0.0000
0.0000
0.3420
0.00
2
X3
600.60
0.0000
0.0000
0.0000
0.0000
0.00
2
X4
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
1U
0.61
1 .6316
0.0000
0.0000
0.0000
0.00
2
xu
38.60
2.5048
0.0000
0.0000
0.0000
0.00
-------
SAS 10
16:15 FRIDAY t DECEMBER 13, 19&*
DEFIANCE RAINULATOR STUDY
TILLAGE = N EW RIDGES RESIDUE-FURR
R BP
RUH
T IfSE
DISCHAfiGL
DIP COHC.
DIP LOAD
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(UG/SEC)
CONC.(UG/
2
X4
101 .70
2.8046
0.0000
0.0000
0.0000
2
X4
222.40
2.7363
0.0000
0.0000
0.0252
2
X4
346.77
2.7547
0.0000
0.0000
0.2781
2
X4
452.76
2.6336
0.0000
0.0000
0.4880
2
X4
577.74
2.6326
0.0000
0.0000
0.4880
2
X4
600.00
1.1780
0.0000
0.0000
0.4660
2
X4
600.60
1.1780
0.0000
0.0000
0.0000
2
X5
0.00
0.0000
0.0000
0.0000
0.0000
2
X 5
20.63
0.0086
0.0000
0 .0000
0.1950
2
X5
34.31
2.6667
0.0000
0.0000
0.1950
2
X5
72.29
2.9765
0.0000
0 .0000
0.1950
2
X5
372.29
2.9723
0.0000
0.0000
0.1294
2
X5
594.26
2.9677
0.0000
0.0000
0.0960
2
X5
600.00
0.7672
0.0000
0.0000
0.0960
2
X5
600.60
0.7672
0.0000
0.0000
0.0000
3
D
0.00
0.0000
0.0000
0.0000
0.0000
3
D
68.05
0.0000
0.0780
0.0034
8.5900
3
D
116.94
0.0026
0.0760
0.2190
6.5900
3
V
283.66
0.0113
0.0780
0.8600
8.5900
3
D
416.69
0.0299
0.1090
3.2619
8.1938
3
D
566.94
0.0741
0.1632
12.0967
7.5004
3
D
668.49
0.0992
0.1660
16.6624
5.8140
3
D
851.57
0.1181
0.1207
14.2597
1.8681
3
D
1150.75
0.1 314
0.0759
9.9772
1.6519
3
D
1450.75
0.1431
0.0614
8.7806
2.7476
3
D
1462.81
0.1435
0.0610
8.7574
2.7750
3
D
1762.81
0.1426
0.0512
7.3081
2.6626
3
D
1766.89
0.1426
0.0511
7.2880
2.6579
3
D
2053.20
0.1454
0.0564
8.2044
2.3323
3
D
2353.20
0.1467
0.0590
8.6531
2.4630
3
D
2373.23
0.1467
0.0590
6.6582
2.4826
3
D
2668.73
0.1454
0.0741
10.7743
2.3438
3
D
2968.73
0.1 390
0.0159
2.2140
2.1770
3
D
3011.44
0.1381
0.0048
0.6662
2.1561
3
D
3292.23
0.1392
0.0087
1.2168
1.2939
3
D
3566.89
0.1376
0.0100
1.3763
1 .1710
3
D
3600.00
0.1107
0.0100
1.1067
1 .1710
3
D
3600.60
0.1107
0.0100
1 .1067
2.0980
3
D
3900.60
0.0573
0.0100
0.5733
2.0980
3
D
3908.36
0.0560
0.0100
0.5595
2.0980
3
D
4208.38
0.0304
0.0100
0.3037
2.0980
3
D
4332.63
0.0198
0.0100
0.1978
2.0980
3
D
4632.63
0.0059
0.0100
0.0587
2.0980
3
D
4759.33
0.0000
0.0100
0.0000
2.0960
3
V
0.00
0.0000
0.0000
0.0000
0.0000
3
V
56.40
0.0047
0.0390
0.1838
3.2210
3
V
279.56
0.0513
0.0390
1.9997
3.2210
3
V
394.62
0.0779
0.0433
3.3740
3.0626
3
T
572.62
0.1119
0.0552
6.1734
2.6290
TOTAL P
LOAD (UG/SEC)
0.00
66.97
766.07
1362.69
1362.32
574.86
0.00
0.00
1 .66
559.00
580.61
384.64
290.b4
75.19
0.00
0.00
0.3b
24.11
96.91
245.22
555.67
576.51
222.99
217.06
393.07
396.29
379.75
379.06
339.03
361.23
364.31
340.71
302.56
297.72
180.12
161.17
129.59
232.16
120.29
117.39
63.72
41 .49
12.32
0.00
0.00
15.16
165.15
238.54
294.16
/
-------
SAS
11
16:15 FRIDAY , DECEMBER 13, 19b5
DEFIANCE RAINULATOR STUDY
TILLAGE-kEW EIDCES HESI DUE=FUHR
Rep
BUK
TIRE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/RL)
LOAD(UG/SEC)
3
V
706.11
0.1270
0.0666
6.4546
2.3492
298.450
3
V
860.36
0.1273
0.0832
10.5885
2.0406
259.71b
3
V
1160.36
0.1240
0.0680
10.9149
1.7484
216.854
3
V
1160.36
0.1240
0.0860
10.9149
1.7464
216.654
3
V
1180.79
0.1240
0.0860
10.9145
1.7460
216.805
3
V
1U74.46
0.1230
0.0163
2.0034
1.8270
224.644
3
V
1774.416
0.1213
0.0000
0.0000
1.8540
224.874
3
V
1780.36
0.1 213
0.0000
0.0000
1.8540
224.613
3
V
1600.00
0.1127
0.0000
0.0000
1.8540
206.961
3
V
1600.60
0.1127
0.0290
3.2685
2.0500
231.052
3
¥
1942.23
0.0949
0.0290
2.7534
2.0500
194.635
3
V
2054.43
0.0071
0.0290
0.2046
2.0500
14.460
3
V
2152.52
0.0000
0.0290
0.0000
2.0500
0.000
3
u
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
ti
69.51
0.0033
0.0590
0.1937
3.9530
12.975
3
w
271 .59
0.0347
0.0590
2.0464
3.9530
137.110
3
w
411.99
0.0713
0.0615
4.3794
3.6595
260.765
3
u
553.61
0.1035
0.0657
6.7979
3.1525
326.141
3
b
690.33
0.1177
0.0660
6.0022
2.7609
327.24^
3
u
657.70
0.1301
0.0660
6.6463
2.5086
326.351
3
u
1067.96
0.1275
0.0726
9.2546
2.3464
299.111
3
u
1177.72
0.1255
0.0763
9.5728
2.3109
290.093
3
w
144 9 . 32
0.1206
0.0653
10.3085
2.4007
290.092
3
fa
1749.32
0.1192
0.0680
10.4690
2.4400
290.630
3
w
1757.70
0.1191
0.0680
10.4649
2.4400
290.71b
3
V
1800.00
0.1062
0.0680
9.3485
2.4400
259.209
3
w
1800.60
0.1062
0.0200
2.1247
2.0960
222.876
3
w
2100.60
0.0565
0.0200
1 .1705
2.0960
122.761
3
H
2232.83
0.0375
0.0200
0.7499
2.0980
76.660
3
u
2532.83
0.0212
0.0200
0.4236
2.0960
44 .436
3
ti
2663.45
0.0130
0.0200
0.2596
2.0980
27.254
3
w
2983.45
0.0056
0.0200
0.1120
2.0980
11 .747
3
u
3210.69
0.0000
0.0200
0.0000
2.0980
0.000
3
XI
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
XI
39.19
0.0001
0.0680
0.0081
3.2700
0.386
3
XI
95.52
0.0067
0.0680
0.4556
3.2700
21 .910
3
XI
1 72.67
0.0240
0.0680
1.6333
3.2700
76.544
3
XI
252.88
0.0937
0.0576
5.4018
2.8689
268.876
3
XI
285.94
0.1348
0.0496
6.6921
2.5596
345.021
3
XI
332.46
0.2009
0.0384
7.7144
2.1243
426.756
3
X1
388.20
0.2487
0.0249
6.2008
1.6031
396.650
3
XI
459.22
0.2797
0.0100
2.7969
1.0250
286.663
3
XI
503.31
0.2955
0.0100
2.9553
1.0250
302.91b
3
XI
579.23
0.3026
0.0100
3.0255
1.0250
310.115
3
XI
561.68
0.0000
0.0100
0.0000
1.0250
0.000
3
X2
0.0Q
0.0000
0.0000
0.0000
0.0000
0.000
3
12
69.40
0.1337
0.0780
10.4270
0.6830
91.303
3
X2
163.46
0.5276
0.0780
41.1552
0.6830
360.37*
3
12
189.20
0.6127
0.0780
47.7863
0.6830
418.454
-------
SAS
11
16:15 FRIDAY # DECEMBER 13, 198*
DEFIANCE fiiJNULATOR STUDY
TILLAGE=NEH RIDGES RESIDUE=FURR
REP
RUN
TIBE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
COKC.(UG/KL)
LOAD (UG/SEC)
3
X2
227.16
0.7256
0.0745
54.0574
0.6446
467.74b
3
12
267.57
0.7415
0.0662
49.1229
0.5542
410.940
3
X2
330.64
0.7520
0.0534
40.1354
0.4131
310.640
3
X2
401 .67
0.8487
0.0389
32.9862
0.2541
215.666
3
12
489.23
0.8534
0.0290
24.7483
0.1460
124 .5^5
3
X2
566.37
0.8461
0.0290
24.5944
0.1460
123.820
3
X2
600.00
0.8440
0.0290
24.4750
0.1460
123.219
3
X2
600.60
0.8440
0.0000
0.0000
0.0000
0.000
TILLAGE=NE« RIDGES RES1DUE=N0NE
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
(SEC)
(KG/SEC)
(UG/KL)
(UG/SEC)
COfcC.(UG/
D
0.00
0.0000
0.0000
0.0000
0.0000
D
55.09
0.0000
0.1560
0.0046
4.0000
D
166.49
0.0019
0.1560
0.2936
4.0000
D
466.49
0.0028
0.1869
0.5255
5.0000
D
572.30
0.0031
0.2109
0.6621
5.5000
D
597.40
0.0044
0.2166
0.9542
5.6000
D
667.79
C.0046
0.2265
1.0461
1.2356
1)
735.12
0.0090
0.2310
2.0770
3.4370
D
815.30
0.0089
0.2364
2.0967
6.0588
D
907.73
0.0124
0.2425
3.0132
9.0606
D
1090.13
0.0116
0.2333
2.7076
6.8450
D
1192.35
0.0315
0.2265
7.1258
8.2297
I
1341.70
0.0670
0.2277
15.2646
7.8031
D
1529.00
0.0942
0.2340
22.0467
7.4676
D
1629.38
0.0989
0.2373
23.4781
7.1105
D
1776.69
0.1064
0.2422
25.7731
6.5629
D
1874.83
0.0965
0.2265
22.3180
6.4951
D
2035.61
0.1070
0.1637
17.5253
6.6616
D
2254.32
0.1242
0.1441
17.8971
6.8270
D
2430.60
0.1293
0.1682
21.7586
6.4740
D
2518.75
0.1155
0.1803
20.8223
6.2975
D
2560.37
0.0967
0.1860
17.9914
6.2142
D
2599.54
0.1016
0.1914
19.4467
6.1357
D
2643.61
0.0869
0.1975
17.1560
6.0475
D
2700.00
0.0750
0.2052
15.3646
5.934 5
D
2700.60
0.0750
0.2053
15.3907
5.9333
D
2857.84
0.0465
0.2266
10.5401
5.6164
D
2675.59
0.0326
0.2293
7.5276
5.5629
D
2957.00
0.0269
0.2340
6.2965
5.0553
D
3010.86
0.0236
0.2340
5.5626
4.5296
D
3129.00
0.0183
0.2340
4.2745
4.0500
D
3309.56
0.0088
0.2340
2.0479
4.0500
D
3600.00
0.0055
0.2340
1.2694
4.0500
D
3600.60
0.0055
0 .2340
1.2894
4.0500
TOTAL P
LOAD (UG/SEC)
0.000
0 .000
7.600
14 .000
17.100
24.600
5.717
30.902
53.74b
112.82b
102.642
256.896
523.055
703.691
703.469
700.420
639.936
734.421
848.180
837.306
727.167
600.961
623.367
525.433
444.950
444.860
261 .054
16 3.299
136.027
107.675
73.981
35.445
22*316
22.316
-------
SAS
13
16:15 FRIDAY, DECEKBER 13, 19b5
DEFIANCE RAIKULATOR STUDY
TILLAGE=NEW RIDGES
RESIDUE-NCNE
REP
R UK
TIKE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
COKC.(UG/
D
3874.52
0.0000
0.2340
0.0000
4.0500
V
0.00
0.0000
0.0000
0.0000
0.0000
V
25.71
0.0050
0.1850
0.9320
7.3690
V
97.32
0.0298
0.1850
5.5139
7.3690
V
184-85
0.043b
0.1650
6.0965
7.3690
V
289.52
0.0776
0.1850
14.3574
7.3690
V
426 .46
0.0912
0.2172
19.8040
6.9203
V
539.25
0.0987
0.2534
25.0137
6.4155
V
655.55
0.0987
0.2821
27.6565
6.0062
V
762.66
0.1107
0.2766
30.8302
6.0237
¥
685.08
0.1146
0.2745
31 .5146
6.0437
¥
1060.14
0.1300
0.1664
24.5002
6.0723
V
1195.41
0.1284
0.1005
12.9020
6.0944
V
1200.00
0.1066
0.0975
10.3945
6.0951
¥
1200.60
0.1066
0.0971
10.3530
6.0952
¥
1470.85
0.0516
0.0880
4 .5367
4.1970
¥
1 532 .67
0.0406
0.0880
3.5690
4.1970
V
1736.50
0.0215
0.0680
1 .6929
4.1970
V
1bOO.00
0.0051
0.0880
0.4474
4.1970
¥
1800 .60
0.0051
0.0860
0.4474
4.1970
¥
2100.60
0.0023
0.0660
0.2000
4.1970
¥
2271 .46
0.0007
0.0660
0.0590
4.1970
¥
2403.06
0.0000
0 ••0680
0.0000
4.1970
U
0.00
0.0000
0.0000
0.0000
0.0000
u
62.63
0.0026
0.1650
0.4602
9.1740
N
148.74
0.0141
0.1850
2.6021
9.1740
w
285.23
0.0256
0.1850
4.7810
9.1740
H
395.41
0.0440
0.1850
6.1413
8.8975
V
480.49
0.0685
0.16 50
12.6727
6.5379
W
605.36
0.0700
0.1650
12.9470
8.0102
N
664.93
0.0900
0.2029
16.2696
7.8434
ti
795.72
0.1124
0.2391
26.6793
7.7171
b
665.69
0.1060
0.2665
26.4576
7.6145
fcf
1021.58
0.1222
0.2146
26.2237
7.5045
W
1192.96
0.1265
0.0667
10.9655
7.3931
W
1331 .29
0.1336
0.0951
12.7073
7.2206
V
1385.77
0.1322
0.1146
15.1396
7.1411
H
1421 .66
0.1090
0.1274
13.6645
7.0682
W
1511 .25
0.1049
0.1593
16.7156
6.9574
W
1626.93
0.1100
0.1660
16.2639
6.9300
W
1 736.50
0.1045
0.1660
17.3480
6.9300
w
1789.14
0.1211
0.1660
20.0946
6.9300
k
1800.00
0.0991
0.1660
16.4567
6.9300
w
1600.60
0.0991
0.1660
16.4567
4.2940
V
1926.24
0.0709
0.1660
11.7661
4.2940
V
2016.83
0.0386
0.1660
6.4046
4.294 0
V
2144.15
0.0224
0.1660
3.7169
4.2940
u
2313.70
0.0158
0.1660
2.6221
4.2940
u
2500.38
0.0085
0.1660
1.4136
4.2940
TOTAL P
LOAD(UG/SEC)
0.000
0.000
37.12b
219.633
322.501
571.890
631.090
633.403
592.966
666.63*
693.662
769.614
7b2•5Gb
649 .bCj
64 9.813
216.369
171.172
90.2t0
21 .31*0
21.340
9.53b
2.816
0.000
0.000
23.810
129.037
237.067
391.554
584.855
560.561
706.096
867.421
806.963
916.933
935.527
96U.562
943.744
772.268
730.012
762.464
724.228
836.889
667.017
425.693
304.359
165.671
96.199
67.827
36.566
-------
REP
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
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
SAS
1"
16:15 FRIDAY, DECEMBER 13, 196&
DEFIANCE RAINULATOR STUDY
T1LLAGE=NEW RIDGES RESIDUE=«OKE
R UN
TIME
DISCHARGE
DIP COWC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/HL)
LOAD (UG/SEC)
U
2714 .00
0.0000
0.1660
0.000
4.2940
0.000
XI
0,00
0.0000
0.0000
0.000
0.0000
0.000
XI
n • 6m
0.0979
0.1460
14.296
3.5140
344 .086
XI
109.09
0.2199
0.1460
32.111
3.5140
772.857
XI
136.06
0.2398
0.1460
35.017
3.5140
642.803
X1
214.50
0.2647
0.1498
39.667
3.4746
919.7b0
XI
378.14
0.2549
0.2896
73.837
2.0435
520.972
XI
446.78
0.2644
0.3483
92.069
1.4431
361.530
X1
5t0.16
0.2860
0.3510
101.095
1.4150
407.550
XI
600.00
0.2426
0.3510
65.206
1 .4150
343.504
XI
600.60
0.2426
0.0000
0.000
0.0000
0.000
X2
0.00
0.0000
0.0000
0.000
0.0000
0.000
X 2
36.16
0.0037
0.2240
0.826
0.9760
3.599
X2
63.S6
0.2075
0.2240
46.472
0.9760
202.4 66
X 2
128.09
0.5660
0.2240
126.794
0.9760
552.461
X2
165.47
0.6764
0.2240
151.517
0.9760
660.1b2
X 2
260.69
0.7743
0.1695
131.243
0.8611
666.740
X 2
411.24
0.7923
0.0689
54.571
0.6490
514.167
X 2
530.75
0.6203
0.0390
31.990
0.5660
460.66b
X 2
596.32
0.6092
0.0390
31.560
0.5860
474.212
X 2
600.00
0.7832
0.0390
30.546
0.5660
456.976
X2
600.60
0.7832
0.0000
0.000
0.0000
0.000
X3
0.00
0.0000
0.0000
0.000
0.0000
0.000
X 3
43.51
0.0166
0.0100
0.166
0.3420
5.66V
X3
62.74
0.5420
0.0100
5.420
0.3420
185.375
X3
108.46
0.6544
0.0100
8.544
0.3420
292.203
X3
131 .77
1.0133
0.0100
10.133
0.3420
346.544
X 3
167.93
1.1175
0.0100
11.174
0.3420
362.1tb
X3
269.27
1.1931
0.0067
7.990
0.2290
273.25b
X3
419.62
1 .2262
0.0013
1 .542
0.0430
52.741
X3
583.45
1.2536
0.0000
0.000
0.0000
0.000
X 3
600.00
1 .2460
0.0000
0.000
0.0000
0.000
X3
600.60
1 .2460
0.0000
0.000
0.0000
0.000
D
0.00
0.0000
0.0000
0.000
0.0000
0.000
D
85.17
0.0001
0.0390
0.004
0.2470
0.023
D
183.63
0.0021
0.0390
0.080
0.2470
0.510
D
288.00
0.0600
0.0390
2.340
0.2470
14.817
D
376.24
0.0936
0.0390
3.652
1.0739
100.563
D
444.67
0.1103
0.0390
4.303
2.3012
253.933
D
573.55
0.1136
0.0390
4.430
4.6025
522.644
D
873.55
0.1214
0.0309
3.748
5.2556
637.640
D
874 .42
0.1 214
0.0309
3.745
5.2543
637.604
D
1174.42
0.1267
0.0371
4.707
5.3319
675.560
D
1184.4e
0.1269
0.0375
4.756
5.3384
677.340
D
1484.12
0.1306
0.0559
7.307
5.7399
749.707
D
1783.76
0.1323
0.0920
12.167
5.3526
707.986
D
2059.51
0.1363
0.0827
11.274
5.4942
746.966
D
2359.51
0.1336
0.1530
20.431
4.6538
646.281
D
2371.40
0.1335
0.1569
20.933
4.81/71
642.644
-------
SAS
lb
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE RAINULATOR «5TUDY
TILLAGE =NEH RIDGES RESIDUE=NOKE
REP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/WL)
(UG/SEC)
COKC.(UG/ML)
LOAD(UG/SEC)
2
D
2671.40
0.1335
0.0738
9.8495
0.9055
120.840
2
D
2663.91
0.1335
0.0685
9.1427
0.7122
95.040
2
D
2976.66
0.1339
0.0084
1 .1232
4.3680
585.001
2
D
3256.65
0.1366
0.0219
2.9999
5.8976
806.606
2
D
3556.85
0.1339
0.0290
3.8840
6.1000
816.966
2
D
3582.23
0.1337
0.0290
3.8770
6.1000
815.505
2
I>
3600.00
0.1057
0.0290
3.0642
6.1000
644.546
2
D
3600 .60
0.1057
0.0590
6.2341
2.9280
309.362
2
D
37U0.94
0.0306
0.0590
1.8055
2.9280
89.60k
2
b
3926.60
0.0103
0.0590
0.6068
2.9280
30.112
2
D
4226.60
0.0036
0.0590
0.2096
2.9260
10.403
2
D
4364.95
0 .0000
0.0590
0.0000
2.9280
0.000
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
V
61 .09
0.0046
0.0980
0.4467
4.6800
22.342
2
V
121 .94
0.0399
0.0980
3.9135
4.6800
194.87b
2
V
170.96
0.0928
0.0980
9.0942
4.6600
452.853
2
V
221.62
0.1209
0.0960
11 .8515
4.8600
590.15b
2
V
272.66
0.1330
0.0980
13.0317
4,6600
646.925
2
V
572.66
0.1399
0.0737
10.3174
4.1301
577.935
2
V
573.55
0.1400
0.0736
10.3068
4.1274
577.642
2
V
873.55
0.1263
0.1078
13.8264
4.5075
578.237
2
V
873.60
0.1263
0.1076
13.8307
4.5061
578.267
2
V
1173.80
0.1336
0.0536
7.1754
4.0411
540.876
2
V
1178.35
0.1 339
0.0524
7.0217
4.0300
539.731
2
V
1476.15
0.1342
0.0874
11.7274
5.2849
709.055
2
V
1776.15
0.1373
0.0980
13.4536
5.5870
766.99 2
2
V
1776.41
0.1373
0.0980
13.4538
5.5870
767.006
2
V
1800.00
0.1301
0.0980
12.7541
5.5870
727.116
2
V
1800.60
0.1301
0.0590
7.6785
4.4900
584.346
2
V
1906.31
0.0567
0.0590
3.3448
4.4900
254.547
2
V
1967.20
0.0219
0.0590
1.2943
4.4900
98.495
2
V
2226.18
0.0030
0.0590
0.1784
4.4900
13.579
2
V
2526.18
0.0006
0.0590
0.0336
4.4900
2.554
2
V
2595.68
0.0000
0.0590
0.0000
4.4900
0.000
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
w
33.09
0.0029
0.1270
0.3654
4.0000
11.600
2
w
95.59
0.0364
0.1270
4.6232
4.0000
145.600
2
w
161 .16
0.1065
0.1270
13.5264
4.0000
426.000
2
w
240.20
0.1264
0.1270
16.0551
4.0000
505.600
2
V
482.86
0.1390
0.0969
13.4723
4.0151
558.015
2
ti
768.41
0.1429
0.0818
11 .6945
4.2445
606.505
2
ti
1068.41
0.1356
0.0528
7.1579
2.4314
329.699
2
w
1068.41
0.1 356
0.0526
7.1579
2.4314
329.699
2
k
1137.29
0.1339
0.0303
4.0559
3.6415
487.691
2
h
1431.42
0.1444
0.0718
10.3720
1.7317
250.015
2
w
1731.42
0.1289
0.1070
13.7899
4.0000
515.600
2
w
1747.61
0.1260
0.1070
13.7004
4.0000
512.000
2
V
1773.34
0.1200
0.1070
12.8435
4.0000
480.000
2
H
1600.00
0.1034
0.1070
11.0597
4.0000
413.000
-------
SAS
li
16:15 FRIDAY t DECEHBER 13, 19«I
DEFIANCE RAINULATOR STUDY
TILLAGE-MEW RIDGES RESIDUE=NONE
EP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/KL)
(UG/SEC)
CONC.(UG/HL)
LOAD (UG/SEC)
2
W
1600.60
0.1034
0.1000
10.3361
4.4900
464.093
2
U
1887.93
0.0447
0.1000
4.4701
4.4900
200.705
2
u
2094.143
0.0119
0.1000
1.1933
4.4900
53.560
2
K
2351.80
0.0000
0.1000
0.0000
4.4900
0.000
2
XI
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X1
62.98
0.0005
0.0290
0.0138
1.7080
0.813
2
XI
94.76
0.0076
0.0290
0.2204
1.7080
12.979
2
XI
139.41
0.2369
0.0290
6.8713
1.7080
404.69b
2
XI
153 .48
0.2765
0.0290
8.0767
1.7080
475.66b
2
X1
171 .21
0.2984
0.0290
8.6544
1 .7080
509.715
2
X1
255.59
0.3120
0.0328
10.2329
1 .7266
538.680
2
X1
428.03
0.3039
0.0472
14.3340
1.7970
546.093
2
X1
572.33
0.3021
0.0490
14.8010
1 .8060
545.523
2
XI
600.00
0.2736
0.0490
13.4082
1 .8060
494.169
2
XI
600.60
0.2736
0.0000
0.0000
0.0000
0.000
2
X 2
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X 2
71 .54
0.0304
0.0000
0 .0000
0.6830
20.777
2
X 2
126.41
0.8431
0.0000
0.0000
0.6*30
575.665
2
X 2
179.77
0.6822
0.0000
0.0000
0.6830
602.565
2
X 2
308.79
0.9028
0.0000
0.0000
0.4019
362.7bb
2
X2
421.30
0.9079
0.0000
0.0000
0.0617
74.15b
2
X 2
583.95
0.8899
0.0000
0.0000
0.0000
0 .000
2
X 2
600.00
0.8619
0.0000
0.0000
0.0000
0.000
2
X 2
600 .60
0.8619
0.0000
0.0000
0.0000
0.000
2
X3
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X 3
52.59
0.0773
0.0000
0.0000
0.3900
30.145
2
X 3
111.29
1 .2361
0.0000
0.0000
0.3900
482.064
2
X3
172.43
1 .2521
0.0000
0.0000
0.3900
468.317
2
X3
269.66
1 .2598
0.0025
3.1314
0.3900
491.309
2
X3
411 .52
1 .2644
0.0084
10.6164
0.3900
493.109
2
X3
577.22
1.2529
0.0100
12.5266
0.3900
488.616
2
X 3
600.00
1 .2156
0.0100
12.1561
0.3900
474.067
2
X 3
600.60
1 .2156
0.0000
0.0000
0.0000
0.000
2
XI
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
XI
48.92
0.0067
0.0000
0.0000
0.0000
0.000
2
xu
66.04
1.0507
0.0000
0.0000
0.0000
0.000
2
X4
90.50
2.1659
0.0000
0.0000
0.0000
0.000
2
XI
116.18
2.3899
0.0000
0.0000
0.0000
0.000
2
xu
174.27
2.4385
0.0000
0.0000
0.0000
0.000
2
X4
292.69
2.4429
0.0000
0.0000
0.0504
123.163
2
xu
406.62
2.4526
0.0000
0.0000
0.1196
293.368
2
X4
564.36
2.4298
0.0000
0.0000
0.146 0
354.757
2
X4
600.00
2.4016
0.0000
0.0000
0.1460
350.656
2
xu
600.60
2.4016
0.0000
0.0000
0.0000
0.000
2
xs
0.00
0.0000
Q.0000
0.0000
0.0000
0.000
2
X 5
45.25
0.0350
0.0000
0.0000
0.0980
3.429
2
X 5
72.76
2.3642
0.0000
0.0000
0.0960
231.696
2
X s
90.50
3.0646
0.0000
G * 0000
0.0980
302.269
2
X 5
134.52
3.2266
0.0000
0.0000
O'.Df/bO
316.403
-------
REP
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
SAS 17
16:15 FRIDAY, DECEMBER 13, 19b5
DEFIANCE RAINULATOR STUDY
TILLAGE-NEW RIDGES RESIDUE-NONE
RUN
TIHE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC.(UG/HL)
LOAD(UG/SEC)
X5
300.79
3.2917
0.0000
0.0000
0.0960
322.590
X5
339.36
3.2437
0.0000
0.0000
0.0980
317.862
xs
600.00
3.2966
0.0000
0.0000
0.0960
323.088
X5
600.60
3.2966
0.0000
0.0000
0.0000
0.000
D
0.00
0.0000
0.0000
0.0000
0.0000
0.000
D
168. 45
0.0001
0.1270
0.0073
9.6620
0.555
D
403.06
0.0012
0.1270
0.1487
9.6620
11.315
D
599.06
0.0048
0.1270
0.6043
9.6620
45.97i
D
717.30
0.0061
0.1241
0.7573
8.4409
51.512
D
891 .27
0.0725
0.1183
8.5733
6.0077
435 .414
D
1009.49
0.0831
0.1300
10.7992
5.7633
476.823
D
1191 .42
0.0908
0.1597
14.4980
6.4437
564.961
D
1318.22
0.0976
0.1575
15.3726
6.6598
650.13U
I
1380.70
0.0999
0.1 514
15.1214
6.7106
670.091)
D
1428.ue
0.1080
0.1468
15.8546
6.7494
726.88 j
I)
1500.15
0.1080
0.1399
15.1065
6.8077
735.17b
ii
1780.70
0.1082
0.1119
12.1113
3.1617
342.110
D
2066.77
0.1121
0.1149
12.8767
5.5212
616.76V
D
2366.77
0.1190
0.1091
12.9656
6.1514
732.116
D
2666.77
0.1260
0.0226
2.8406
6.4851
816.842
D
2787.14
0.1287
0.0168
2.1577
6.6067
850.544
D
2960.49
0.1304
0.0676
8.6150
6.6633
868.754
D
3244.10
0.1280
0.0951
12.1814
6.2328
796.057
D
3513.02
0.1323
0.0980
12.9620
6.0510
800.336
D
3566.31
0.1218
0.0980
11 .9402
6.0510
737.249
D
3592.65
0.1171
0.0980
11.4784
6.0510
708.732
D
3600.00
0.0988
0.0980
9.6860
6.0510
598.062
D
3600.60
0.0986
0.0200
1.9767
6.0000
592.600
D
3761 .1 0
0.0171
0.0200
0.3423
6.0000
102.600
D
4040.43
0.0000
0.0200
0.0000
6.0000
0.000
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
V
77.79
0.0034
0.0980
0.3337
3.0000
10.200
V
131 .09
0.0261
0.0980
2.5588
3.0000
76.300
V
196.02
0.0815
0.0980
7.9852
3.0000
244.500
V
242.57
0.0915
0.0980
8.9623
3.0000
274.500
V
310.57
0.0986
0.0980
9.6860
3.0000
296.400
V
454*52
0.1001
0.1017
10.1797
2.7344
273.606
V
572.13
0.1076
0.1053
11.3229
5.3171
571.946
V
573.35
0.1078
0.1053
11.3492
5.3440
575.976
V
613.17
0.1138
0.1065
12.1212
6.2184
707.777
V
735.68
0.1180
0.0968
11.4221
6.7599
797.781
V
631.24
0.1323
0.0875
11.5794
6.9154
914.661
V
901.68
0.1225
o.oeo7
9.8919
7.0299
861.310
V
1000.92
0.1232
0.0711
8.7653
7.0067
863.254
V
1216.36
0.1304
0.0501
6.5351
6.7944
865.842
V
1350.06
0.1287
0.0686
6.6332
6.0610
883.293
V
1441.96
0.1283
0.0836
10.7263
6.9208
887.755
V
1644.72
0.1178
0.0560
11.5438
6.9780
621.964
V
1756.81
0.1292
0.09 60
12.6623
6.9780
901.609
-------
EP
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
SAS
16:15 FRIDAY, DECEMBER 13,
18
19051
DEFIANCE RAINULATOB STUDY
TILLAGE=NEW RIDGES RESIDGE-NONE
BUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC.(UG/ML)
LOAD (UG/SEC)
V
1600.00
0.1209
0.0980
11 .8515
6.9780
843.677
V
1800.60
0.1209
0.0200
2.4187
4.1480
501.634
V
1907.50
0.0982
0.0200
1 .9646
4.1480
407.450
2050.eu
0.0192
0.0200
0.3850
4.1480
79.848
2232.77
0.0000
0.0200
0.0000
4.1480
0.000
0.00
0.0000
0.0000
0.0000
0.0000
0.000
58.19
0.0072
0.1170
0.8432
8.1010
58.383
130.47
0.0302
0.1170
3.5322
8.1010
244.566
177.03
0.0761
0.1170
8.9091
8.1010
616.855#
267.69
0.0986
0.1170
11 .5401
8.1010
799.032
337.52
0.1017
0.1177
11.9733
8.0105
814.69b
447.7 8
0.1143
0.1284
14.6690
6.6833
763.621
562.94
0.1110
0.1395
15.4856
5.2972
587.953
706.28
0.1221
0.1361
16.6112
4.9614
605.61b
853.91
0.1304
0.1169
15.2403
5.8737
765.812
1101 .99
0.1346
0.0846
11 .3964
6.4277
865.446
1364.78
0.1390
0.0815
11 .3237
6.3148
877.621
1664.78
0.1 307
0.0980
12.8097
6.1000
797.341
1710.87
0.1294
0.0980
12.6852
6.1000
789.592
1767.84
0.1311
0.0980
12.8463
6.1000
799.617
1800.00
0.1194
0.0980
11.6971
6.1000
726.086
1800.60
0.1194
0.0290
3.4614
6.3930
763.059
1901.36
0.0411
0.0290
1 .1920
6.3930
262.771
2099.23
0.0149
0.0290
0.4334
6.3930
95.541
2399.23
0.0019
0.0290
0.0557
6.3930
12.263
2443.49
0.0000
0.0290
0.0000
6.3930
0.000
X1
0.00
0.0000
0.0000
0.0000
0.0000
0.000
X1
66.83
0.0015
0.0490
0.0725
0.5000
0.750
XI
129.98
0.0362
0.0490
1.7719
0.5000
16.100
XI
161.25
0.1642
0.0490
9.0261
0.5000
92.300
XI
177.81
0.2277
0.0490
11.1560
0.5000
113.900
XI
234.22
0.2691
0.0529
14.2429
0.5000
134.600
XI
289.40
0.2805
0.0619
17.3636
0.5000
140.300
X1
394.86
0.2976
0.0790
23.5207
0.5000
148.500
X1
553.66
0.3012
0.0880
26.5063
0.5000
150.600
X1
590.45
0.3038
0.0860
26.7308
0.5000
151.900
XI
597.19
0.0000
0.0860
0.0000
0.5000
0.000
X 2
0.00
0.0000
0.0000
0.0000
0.0000
0.000
X2
11 .04
0.2990
0.0000
0.0000
0.9760
291.853
12
45.98
0.3345
0.0000
0.0000
0.9760
326.455
X2
87.68
0.7348
0.0000
0.0000
0.9760
717.210
X2
120.17
0.8706
0.0000
0.0000
0.9760
849.747
X2
189.46
0.9020
0.0000
0.0000
0.9760
860.306
X 2
273.46
0.9039
0.0000
0.0000
0.7179
648.941
X 2
385.66
0.9058
0.0000
0.0000
0.2617
237.011
12
518.71
0.9065
0.0000
0.0000
0.0000
0.000
X2
576.34
0.8885
0.0000
0.0000
0.0000
0 . 000
X 2
583.70
0.0000
0.0000
0.0000
0.0000
0.000
X3
0.00
0.0000
0.0000
0.0000
0.0000
0.000
-------
SAS
19
16:15 FRIDAY, DECEMBER 13, J9bb
DEFIANCE RA1NULAT0R STUDY
TILLAGE=NEW BIDGES RESlDUE-liONE
REP
RUN
Tint
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
CONC.(UG/BL)
LOAD(UG/SEC)
3
X3
25.14
0.9007
0.0000
0.0000
0.0000
0.000
3
X3
72.35
1 .1600
0.0000
0.0000
0.0000
0.000
3
X3
124.47
1 .2570
0.0000
0.0000
0.0000
0.000
3
13
212.76
1.2609
0.0000
0.0000
0.0076
10.04b
3
13
304.11
1.2754
0.0000
0.0000
0.2678
341.600
3
3(3
426.74
1 .2694
0.0000
0.0000
0.6168
795.296
3
X3
461 .31
1 .3011
0.0000
0.0000
0.6830
666.632
3
X 3
596.58
1.3126
0.0000
0.0000
0.6830
896.651
3
X 3
600.00
0.0000
0.0000
0.0000
0.6630
0.000
3
X 3
600.60
0.0000
0.0000
0.0000
0.0000
0.000
3
X4
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
X4
1 .23
0.5804
0.0000
0.0000
0.1950
113.176
3
X4
7.97
1.7166
0.0000
0.0000
0.1950
334.7b3
3
X4
34.95
2.1533
0.0000
0.0000
0.1950
419.66b
3
X4
66.63
2.3136
0.0000
0.0000
0.1950
451.163
3
X4
87.68
2.4704
0.0000
0.0000
0.1950
481.737
3
X4
263.66
2.4603
0.0000
0.0000
0.1950
463.65b
3
X4
413.66
2.4647
0.0000
0.0000
0.1950
464 ,5Gb
3
Ik
567.99
2.4770
0.0000
0.0000
0.1950
463.01b
3
Ik
600.00
0.0001
0.0000
0.0000
0.1950
0.02b
3
X5
0.00
0.0000
o.oooo
0.0000
0.0000
0.000
3
Xb
45.37
3.2460
0.0000
0.0000
0.0000
0 .000
3
X 5
345.37
3.2467
0.0000
0.0000
0.0553
179.167
3
X 5
575.73
3.2472
0.0000
0.0000
0.0980
316.230
3
X5
600.00
2.0500
0.0000
0.0000
0.0960
200.89b
3
X5
600.60
2.0500
0.0000
0.0000
0.0000
0.000
4
D
0.00
0.0000
0.0000
0.0000
0.0000
0.000
<4
D
192.66
0.0001
0.0000
0.0000
0.0000
0.000
4
D
266.52
0.0223
0.0000
0.0000
0.0000
0.000
4
D
366.39
0.0431
0.0012
0.0523
0.5801
24.99b
4
D
566.41
0.0776
0.0079
0.6116
3.7684
292.553
4
D
771.32
0.0932
0.0420
3.9185
5.7477
535.837
it
D
669.60
0.0934
0.0644
6.0104
6.4206
599.659
4
D
1169.60
0.1093
0.0626
6.6666
6.2469
682.897
4
D
1175.02
0.1096
0.0625
6.8477
6.2341
683.232
4
D
1«7tt.13
0.1150
0.0663
7.6289
5.7029
655.970
4
D
1774.13
0.1164
0.0660
7.9164
5.8504
661.091
<4
D
1606.66
0.1166
0.0660
7.9267
5.8824
685.709
4
D
2061.95
0.1098
0.0456
5.0049
2.5472
279.702
<4
D
2361 .95
0.1123
0.0313
3.5116
5.3350
599.167
D
2372.66
0.1124
0.0309
3.4744
5.5096
619.263
<4
D
2672.66
0.1151
0.0136
1.5687
5.2577
605.102
4
D
2690.14
0.1152
0.0125
1 .44 34
5.1725
596.1 Ob
<4
D
2962.94
0.1177
0.0325
3.8267
5.0914
599.147
4
D
3262.66
0.1190
0.0165
1.9649
5.5025
654 *694
4
D
3557.49
0.1135
0.0100
1.1349
5.6120
636.906
4
D
3592.97
0.105fc
0.0100
1 .0577
5.6120
593.566
4
St
3600.00
0.0909
0.0100
0.9067
5.6120
509.967
4
D
3600.60
0.0909
0.0100
0.9087
5.6120
510.100
-------
SAS 2\
16 si 5 FRIDAY, DECEMBER 13, 19«)I
DEF1ANCE RAINULATOR STUDY
TILLAGE^NEki RIDGES PESlDUE = NONt
REP
RUh
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/P1L)
(UG/SEC)
CONC. (UG/BL)
LOAD(UG/SEC)
4
D
3740.99
0.0263
0.0100
0.2626
5.6120
147.6
4
D
3662.10
0.0089
0.0100
0.0886
5.6120
49.9
4
D
4162.10
0.0029
0.0100
0.0287
5.6120
16.3
4
D
4306.18
0.0000
0.0100
0.0000
5.6120
0.0
u
V
0.00
0.0000
0.0000
0.0000
0.0000
0.0
u
V
56.27
0.0045
0.04 90
0.2220
6.1490
27.9
4
V
128.45
0.0729
0.0490
3.5706
6.11490
448.1
u
V
183.50
0.1070
0.0490
5.2449
6.1490
658.2
u
V
262.41
0.1172
0.0490
5.7445
6.1490
720.9
4
V
560.90
0.1192
0.0490
5.8429
1 .4162
168.9
4
V
858.16
0.1148
0.0338
3.8790
3.0000
344 .U
4
V
1158.18
0.1 214
0.0222
2.6885
4.1939
508.9
<4
V
1175.02
0.1 217
0.0216
2.6352
4.5035
548.2
4
V
1464.96
0.1199
0.0505
6.0611
5.5140
661 .2
4
V
1764.96
0.1161
0.0590
6.8475
5.5140
640.0
a
V
1776.91
0.1159
0.0590
6.8384
5.5140
639.1
4
V
1800.00
0.1024
0.0590
6.0434
5.5140
56« .b
a
V
1600.60
0.1024
0.0290
2.9705
5.5140
564 .b
4
V
2011.79
0.0138
0.0290
0.3986
5.5140
75.6
4
V
2311.79
0.0052
0.0290
0.1 506
5.5140
28.6
u
V
2493.79
0.0000
0.0290
0.0000
5.5140
0.0
4
w
0.00
0.0000
0.0000
0.0000
0.0000
0.0
4
w
76.46
0.0025
0.0390
0.0984
3.5000
8. ti
4
w
157.20
0.0755
0.0390
2.9432
3.5000
26a .3
4
k
268.52
0.1083
0.0390
4.2242
3.5000
379.1
4
u
568.52
0.1091
0.0470
5.1245
3.6410
419.2
4
u
576.20
0.1092
0.0472
5.1534
3.9646
432.b
4
N
854 .51
0.1175
0.0490
5.7554
5.6714
666.1
4
w
1154.51
0.1223
0.0340
4.1606
5.1503
629.6
4
fa
1178.08
0.1226
0.0325
3.9607
5.0659
621 .2
4
V
1464 .34
0.1240
0.0368
4.5645
5.7564
713.8
4
w
1764.34
0.1196
0.0390
4.6633
6.0020
717.7
4
w
1786.70
0.1192
0.0390
4.6505
6.0020
715.7
4
k
1800.00
0.1122
0.0390
4.3752
6.0020
673.3
4
H
1800.60
0.1122
0.0200
2.2437
5.5140
618.6
4
u
1874.78
0.0814
0.0200
1 .6283
5.5140
44 6.9
4
w
1970.20
0.0249
0.0200
0.4989
5.5140
137.5
4
u
2148.19
0.0080
0.0200
0.1596
5.5140
44.0
4
v
2448.19
0.0027
0.0200
0.0544
5.5140
15.0
4
X4
0.00
0.0000
0.0000
0.0000
0.0000
0.0
4
X4
39.75
0.0004
0.0000
0.0000
0.4390
0.2
4
X4
93.57
2.1219
0.0000
0.0000
0.4390
931 .5
4
X4
132.10
2.3085
0.0000
0.0000
0.4390
1013.4
4
X4
203.04
2.4173
0.0000
0.0000
0.4390
1061 .2
4
X4
503.04
2.4113
0.0000
0.0000
3.2621
7913.9
4
X4
633.59
2.4066
0.0000
0.0000
5.3079
12764.9
4
X4
933.59
2.3965
0.0001
0.2666
0.3379
610.5
4
X4
1233.59
2.3884
0.0099
23.5962
0.5000
1194.2
4
X4
1459.81
2.3807
0.0023
5.5697
0.5000
1190.4
-------
SAS
21
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE RA1NULATOR STUDY
TILLAGE=KEK RIDGES ftE5IDUE=N0NE
REP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
total p
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
CONC.(UG/Bl)
LOAD(UG/SEC)
4
X4
1759.81
2.3845
0.0000
0.0000
0.0000
0.000
4
*4
1796.79
2.3850
0.0000
0.0000
0.0000
0.000
4
X4
1600.00
2.3593
0.0000
0.0000
0.0000
0.000
4
X4
1600.60
2.3593
0.0000
0.0000
0.2930
691.290
X4
1935.62
0.0835
0.0000
0.0000
0.2930
24.471
4
xu
2069.55
0.0178
0.0000
0.0000
0.2930
5.225
4
X4
2369.55
0.0083
0.0000
0.0000
0.2930
2.4 jy
a
X4
2601.61
0.0010
0.0000
0.0000
0.2930
0.281
4
XU
2646 .65
0.0000
0.0000
0.0000
0.2930
0.000
5
D
0.00
0.0000
0.0000
0.0000
0.0000
0.000
5
D
215.77
0.0006
0.0780
0.0494
5.2220
3.30b
5
D
261.97
0.0173
0.0780
1 .3458
5.2220
90.100
5
D
320.59
0.0252
0,0760
1.9641
5.2220
131 .492
5
D
406.40
0.0465
0.0755
3.5092
3.8921
161 .01b
5
D
574.97
0.0786
0.0698
5.4674
0.9579
75.26b
S
D
77 5.41
0.1162
0.0680
7.9029
2.2471
261.157
5
D
877.78
0.1204
0.0680
8.1680
3.8290
461.059
5
D
1177.78
0.1250
0.0680
8.5007
5.4421
680.31b
5
D
1 211.85
0.1255
0.0680
8.5362
5.5530
697.075
5
D
14 71.75
0.1301
0.0527
6.8544
5.3364
694.224
5
D
1771.75
0.1446
0.0490
7.0845
4.6414
671.067
5
D
1807.05
0.1463
0.0490
7.1680
4.5497
665.555
5
I)
2073.69
0.1363
0.0409
5.5710
5.1236
696.281
5
D
2369 .15
0.1466
0.0701
10.4155
4.2201
627.129
b
D
2669.15
0.1434
0.0469
6.7248
4.6138
661 .403
b
D
2698.31
0.1428
0.0431
6.1592
4.6944
670.560
b
D
2973.54
0.1533
0.0155
2.3695
4.7430
727.052
b
D
3272.67
0.1519
0.0254
3.8530
5.2468
796.870
b
D
3567.51
0.1461
0.0290
4.2356
5.3680
784.026
b
D
3600.00
0.1187
0.0290
3.4431
5.3680
637.324
b
D
3600.60
0.1187
0.0490
5.8176
5.3680
637.324
5
D
3876.45
0.0167
0.0490
0.8200
5.3680
89.62b
5
D
4176.45
0.0085
0.0490
0.4162
5.3660
45.599
b
D
4476.45
0.0003
0.0490
0.0125
5.3680
1.371
5
D
4485.75
0.0000
0.0490
0.0000
5.3660
0.000
5
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
5
V
67.43
0.0073
0.0390
0.2865
4.3920
32.268
5
V
156.92
0.0868
0.0390
3.3839
4.3920
361.077
5
V
202.89
0.1266
0.0390
4.9376
4.3920
556.076
5
V
267.26
0.1426
0.0390
5.5706
4.3920
627.359
5
¥
567.26
0.1514
0.0311
4.7066
4.6625
705.800
b
V
568.23
0.1514
0.0311
4.7025
4.6636
706.097
5
V
655.10
0.1486
0.0440
6.5498
4.1460
617.372
5
V
1155.10
0.1456
0.0490
7.1423
4.9760
725.593
5
*
1155.10
0.1458
0.0490
X.1423
4.9760
725.593
5
V
1171 .39
0.1456
0.6490
7.1341
5.0521
735.564
5
V
1466.24
0.1479
0.0163
2.7051
5.2426
775.419
5
V
1626.06
0.1 316
0.0100
1.3185
5.2220
668.514
5
V
1752.49
0.1463
0.0100
1.4629
5.2220
763.907
-------
SAS
2 i
16:15 FRIDAY, DECEMBER 13, 1 S»t»!
DEFIANCE RAIKULATOfi STUDY
T1LLAGE=NEW KIDGES RESIDUE-NOME
REP
HUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/KL)
LOAD (UG/SECJ
5
V
1800.00
0.1370
0.0100
1.3696
5.2220
715.20
5
V
1600.60
0.1 370
0.0290
3.9718
3.9530
541.40
5
V
2066. 3*)
0.0128
0.0290
0.3701
3.9530
50.45
5
V
2366.3a
0.0069
0.0290
0.2013
3.9530
27.45
5
V
2500.94
0.0043
0.0290
0.1256
3.9530
17.13
5
7
2800.94
0.0021
0.0290
0.0596
3.9530
8.12
5
V
3071.62
0.0000
0.0290
0.0000
3.9530
0.00
5
w
0.00
0.0000
0.0000
0.0000
0.0000
0.00
5
w
89.«9
0.0020
0.0390
0.0764
2.5000
6.00
5
w
117.08
0.0236
0.0390
0.9223
2.5000
59.00
5
h
207.80
0.1139
0.0390
4.4437
2.5000
284.80
5
V
254.38
0.1341
0.0390
5.2283
2.5000
335.30
5
V
<478.73
0.1456
0.0390
5.6782
2.6127
3e0.40
5
V
716.57
0.1535
0.0390
5.9874
5.1433
769.63
5
w
846 .52
0.1545
0.0390
6.0243
4.9532
765.11
5
w
1045.12
0.1612
0.0279
4.4918
5.0371
811.79
5
w
1176.91
0.1549
0.0151
2.3446
5.2730
817.01
5
u
1466.65
0.1526
0.0250
3.8146
5.5606
846.45
5
w
1759.24
0.1536
0.0290
4.4591
5.6120
662.90
5
u
1800.00
0.1213
0.0290
3.5165
5.6120
680.50
5
w
1800.60
0.1213
0.0200
2.4252
6.3190
766.23
5
V
2012.40
0.0221
0.0200
0.4412
6.3190
139.40
5
V
2285.78
0.0125
0.0200
0.2507
6.3190
79.20
5
M
2585.78
0.0053
0.0200
0.1063
6.3190
33.60
b
V
2806.81
0.0000
0.0200
0.0000
6.3190
0.00
b
12
0.00
0.0000
0.0000
0.0000
0.0000
0.00
b
X 2
66.77
0.0004
0.0000
0.0000
1.0250
0.41
5
X 2
62.08
0.5139
0.0000
0.0000
1 .0250
526.75
5
X 2
104.13
0.8331
0.0000
0.0000
1.0250
853.66
b
X2
161 .72
0.8669
0.0000
0.0000
1 .0250
890.57
5
X2
461.72
0.8660
0.0000
0.0000
1.1962
1035.69
5
X 2
761.72
0.8631
0.0044
3.7893
1 .2223
1054.69
5
X 2
1021 .13
0.8606
0.0070
5.9915
1.0204
878.06
5
X2
1321 .13
0.8596
0.0000
0.0000
0.9886
849.87
5
X 2
1400.31
0.8594
0.0000
0.0000
0.8728
750.06
5
X 2
1658.19
0.8677
0.0000
0.0000
0.6630
592.62
b
X2
1755.59
0.8677
0.0000
0.0000
0.6830
592.62
b
X2
1781.93
0.8226
0.0000
0.0000
0*6630
561.86
5
X 2
1800.00
0.3110
0.0000
0.0000
0.6830
212.40
5
X2
1800.60
0.3110
0.0100
3.1098
1.1710
364.15
5
X 2
1951 .00
0.0471
0.0100
0.4712
1.1710
55.17
S
X2
2058.81
0.0132
0.0100
0.1320
1.1710
15.46
5
X 2
2358.81
0.0012
0.0100
0.0123
1 .1710
1 .44
5
X 2
2365.70
0.0010
0.0100
0.0095
1 .1710
1.12
5
X 2
2665.70
0.0002
0.0100
0.0016
1 .1710
0.19
5
X 2
2726.49
0.0000
0.0100
0.0000
1.1710
0.00
6
D
0.00
0.0000
0.0000
0.0000
0.0000
0.00
6
I
81.57
0.0002
0.1170
0.0233
8.3940
1 .t 7
6
D
164.38
0.0061
0.1170
0.7194
8.3940
51 .61
-------
REP
6
6
6
6
6
6
6
6
6
&
6
6
6
6
&
&
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
&
6
6
6
t>
b
SAS
23
16:15 FRIDAY. DECEMBER 13, 19bi>
DEFIANCE RAINULATOR STUDY
TILLAGE=NEW RIDGES RESlDUE=kONE
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ftL)
(UG/SEC)
CONC. (UG/BL)
LOAD(UG/SEC)
D
242.27
0.0420
0.1170
4.9157
8.3940
352.667
D
273.55
0.0632
0.1170
7.3913
6.3940
530.281
D
387.63
0.0991
0.1169
11.7907
6.7615
672.366
D
465.15
0.1118
0.1222
13.6527
4.0528
452.907
D
567.S5
0.1148
0.1249
14.3427
1.7361
199.309
D
704.73
0.1233
0.1003
12.3740
1.4223
175.366
D
6 04.70
0.1231
0.0647
7.9622
3.3252
409.274
D
665.66
0.1338
0.0358
4.7917
4.8661
651.073
D
1 077 .03
0.1336
0.0484
6.4676
5.8056
775.367
i>
1 265.56
0.1256
0.0761
9.5620
5.8598
737.360
D
1469.60
0.1206
0.0693
8.3774
5.6937
687.891
t
1 779.30
0.1197
0.0680
8.1390
5.4175
648.426
D
2074.32
0.1 208
0.0525
6.3461
5.0105
605.34b
I)
2374.32
0.1272
0.0571
7.2712
5.1676
657.546
D
2364.05
0.1275
0.0575
7.3245
5.1771
659.836
V
2662.75
0.1275
0.0666
8.4861
5.5093
702.171
D
2977.77
0.1295
0.0284
3.6737
5.4424
705.062
V
3270.94
0.1275
0.0513
6.5412
5.4564
695.424
D
3570.94
0.1240
0.0590
7.3162
5.4660
677.800
D
3571.46
0.1240
0.0590
7.3158
5.4660
677.766
D
3595.40
0.1157
0.0590
6.8254
5.4660
632.33b
D
3600.00
0.0969
0.0590
5.8377
5.4660
540.627
D
3600.60
0.0989
0.0490
4.8483
5.3680
531 .131
D
3765.91
0.0325
0.0490
1.5905
5.3660
174.240
D
4035.16
0.0100
0.0490
0.4911
5.3680
53.799
D
4335.17
0.0059
0.0490
0.2874
5.3680
31.480
D
4635.17
0.0017
0.0490
0.0636
5.3680
9.160
li
4758.29
0.0000
0.0490
0.0000
5.3660
0.000
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
V
42.32
0.0044
0.0200
0.0680
2.5380
11.161
V
61 .57
0.0099
0.0200
0.1979
2.5380
25.117
V
147.20
0.0706
0.0200
1.4123
2.5380
179.215
V
207.31
0.1070
0.0200
2.1408
2.538 0
271.662
V
264.35
0.1233
0.0200
2.4662
2.5380
312.965
V
564.35
0.1222
0.0270
3.3039
4*4815
547.775
V
579.61
0.1222
0.0275
3.3583
4.6081
562.987
V
837.82
0.1199
0.0290
3.4776
5.3980
647.305
V
961.72
0.1222
0.0290
3.5430
5.5320
675.870
¥
1176.39
0.1037
0.0290
3.0066
5.3224
551.807
V
1316.84
0.1141
0.0319
3.6407
4.6062
525.786
V
1483.67
0.1346
0.0375
5.0472
3.3311
448.871
V
1 669.51
0.1321
0.0390
5.1533
2.9770
393.371
V
1781.75
0.1155
0.0390
4.5031
2.9770
343.736
V
1800.00
0.1115
0.0390
4.3498
2.9770
332.036
V
1800.60
0.1115
0.0200
2.2307
5.4660
609.644
f
1855.35
0.0946
0.0200
1.8917
5.4660
516.989
V
1953.49
0.0362
0.0200
0.7230
5*4660
197.597
V
2077.38
0.0086
0.0200
0.1724
5.4660
47.111
*
2377.38
0.0027
0.0200
0.6547
5.4660
14.949
-------
SAS
2k
16:15 FRIDAY, DECEMBER 13, 1905
DEFIANCE RAINULATOR STUDY
TILLAGE-NEW RIDGES RESIDUE^NONE
REP
RUN
T1HE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC.(UG/HL)
LOAD (UG/SEC)
6
V
2438.64
0.0015
0.0200
0.0307
5.4660
8. 381
6
V
2738.64
0.0009
0.0200
0.0173
5.4660
4.715
6
V
3038.64
0.0002
0.0200
0.0038
5.4660
1 .04b
6
V
3124 .35
0.0000
0.0200
0.0000
5.4660
0.000
6
w
0.00
0.0000
0.0000
0.0000
0.0000
0 .000
6
w
75. 44
0.0007
0.0490
0.0319
6.0510
3.939
6
w
150.88
0.0414
0.0490
2.0297
6.0510
250.645
6
w
208.54
0.0764
0.0490
3.7432
6.0510
462.247
6
w
264.96
0.0904
0.0490
4.4283
6.0510
546.85/
6
w
485.15
0.1083
0.0436
4.7471
5.9755
647.221
6
w
571 .02
0.1177
0.0410
4.8208
5.9337
698.273
6
u
701.05
0.1206
0.0437
5.2742
5.8240
702.322
6
w
1 001 .05
0.1206
0.0474
5.7155
5.5514
669.447
6
b
1001.05
0.120b
0.0474
5.7155
5.5514
619.447
6
w
1188.04
0.1206
0.0169
2.0324
5.5209
665.764
6
w
1461 .59
0.1122
0.0247
2.7673
2.4254
272.067
6
w
1761 .59
0.1160
0.0290
3.3652
1.5130
175.570
6
y
17 65.43
0.1163
0.0290
3.3741
1.5130
176.034
6
ta
1600.00
0.1116
Q.Q29Q
3,21406
t.5130
169.07b
6
w
1800.60
0.1118
0.0100
1 .1175
5.1730
578.085
6
w
1 864.55
0.0867
0.0100
0.8674
5.1730
448.707
6
w
1 965.76
0.0310
0.0100
0.3099
5.1730
160.313
6
u
2265.76
0.0103
0.0100
0.1034
5.1730
53.463
6
X5
0.00
0.0000
0.0000
0.0000
0.0000
0.000
6
X5
38.58
0.0002
0.0000
0.0000
0.0000
0.000
6
X 5
73.49
2.9146
0.0000
0.0000
0.0000
0.000
6
X5
85.74
3.1394
0.0000
0.0000
0.0000
0.000
6
X 5
132.29
3.3026
0.0000
0.0000
0.0000
0.000
6
X5
432.29
3.3026
0.0000
0.0000
0.0665
219.563
6
X5
732.29
3.3026
0.0000
o.oooo
0.1619
534.773
6
X5
1032.29
3.3026
0.0000
0.0000
0.1144
377.703
6
X5
1332.29
3.3026
0.0000
0.0000
0.1296
428.124
6
X5
1632.29
3.3026
0.0000
0.0000
0.0980
323.652
6
X5
1790.20
3.3026
0.0000
0.0000
0.0980
323.652
6
xs
1800.00
0.1335
0.0000
0.0000
0.0980
13.080
6
X5
1800.60
0.1335
0.0000
0.0000
0.0490
6.540
6
X5
2048.04
0.0180
0.0000
0.0000
0.0490
0.880
6
X5
2278.94
0.0003
0.0000
0.0000
0.0490
0.014
6
X5
2439*40
0.0000
0.0000
0.0000
0.0490
0.000
7
D
0.00
0.0000
0.0000
0.0000
0.0000
0.000
7
D
167.91
0.0009
0.0590
0.0551
6.8320
6.38b
7
D
200.39
0.0016
0.0590
0.0941
6.6320
10.896
7
D
271.48
0.0554
0.0590
3.2703
6.8320
378.692
7
D
302.12
0.0633
0.0590
3.7319
6.8320
432.136
7
D
413.04
0.0849
0.0535
4.5U08
5.3790
451.754
7
D
568.70
0.0978
0.0431
4.2145
2.4830
242.867
7
D
868.70
0.1040
0.0549
5.7115
4.4722
465.156
7
D
871.43
0.1041
0.0551
5.7336
4.5076
469.108
7
D
1089.59
0.1134
0.0590
6.6665
4.8551
550.390
-------
SAS
2b
16:15 FRIDAY« DECEHBER 13, 1965
DEFIANCE RAINULATOK STUDY
TILLAGE=NEW RIDGES
RESIDUE-NOKE
REP
UK
TIHE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL t
(SEC)
(KG/SEC)
(UG/flL)
(UG/SEC)
CONC. (UG/HL)
D
1389.59
0.1145
0.0590
6.7558
4.5677
D
1470.15
0.1148
0.0590
6.7738
4.6069
D
1764.92
0.1121
0.0590
6.6157
3.6423
D
2062.75
0.1121
0.0590
6.6157
5.0707
D
2204 .92
0.1241
0.0565
7.0116
4.7566
D
2370.38
0.1453
0.0510
7.4060
2.9621
D
2670.36
0.1509
0.0490
7.3954
2.3035
D
2678.02
0.1511
0.0490
7.4024
2.3023
D
2967.88
0.1541
0.0411
6.3305
0.4750
D
3260.81
0.1 596
0.0544
8.6819
3.9422
D
3455.66
0.1553
0.0590
9.1641
5.1240
D
3582.53
0.1522
0.0590
6.9825
5.1240
D
3600.00
0.1 333
0.0590
7.8624
5.1240
D
3600.60
0.1333
0.0100
1.3326
0.1950
D
3766.38
0.0415
0.0100
0.4147
0.1950
D
4058.69
0.0110
0.0100
0.1104
0.1950
D
4358.69
0.0045
0.0100
0.0449
0.1950
D
4564.27
0.0000
0.0100
0.0000
0.1950
V
0.00
0.0000
0.0000
0.0000
0.0000
V
42.90
0.0034
0.0290
0.0992
5.9540
V
145.24
0.0578
0.0290
1 .6771
5.9540
V
240.22
0.1123
0.0290
3.2577
5.9540
V
367.30
0.1289
0.0309
3.9830
5.8887
V
570.53
0.1190
0.0370
4.4047
5.6796
V
663.46
0.1184
0.0466
5.5370
5.3459
V
1013.60
0.1154
0.0353
4.0800
5.2293
V
1202.35
0.0986
0.0045
0.4461
5.1375
V
1U64 .64
0.1196
0.0305
3.6552
5.2006
V
1666 .67
0.1250
0.0390
4.8732
5.2220
V
1777.79
0.1069
0.0390
4.1675
5.2220
V
1800.00
0.0961
0.0390
3.7473
5.2220
V
1800.60
0.0961
0.0390
3.7473
5.1240
V
1917.51
0.0384
0.0390
1.4974
5.1240
V
2142.41
0.0104
0.0390
0.4058
5.1240
V
2442.41
0.0043
0.0390
0.1676
5.1240
V
2630.22
0.0005
0.0390
0.0184
5.1240
u
0.00
0.0000
0.0000
0.0000
0.0000
u
58.22
0.0003
0.0390
0.0123
3.1720
w
147.08
0.0400
0.0390
1.5618
3.1720
K
219.39
0.0946
0.0390
3.6679
3.1720
w
256.77
0.1003
0.0390
3.9130
3.1720
V
552.76
0.1121
0.0539
6.0383
4.7298
w
806.47
0.1097
0.0531
5.8261
5.5571
N
1106.47
0.1158
0.0202
2.3362
5.6145
w
1106.47
0.1158
0.0202
2.3362
5.6145
w
1160.68
0.1169
0.0113
1*3235
5.5704
w
1277.11
0.1171
0.0077
0.9011
5.4661
K
1448.70
0.1095
0.0357
3.9108
5.3011
W
1654.00
0.1093
0.0490
5.3546
5.2220
TOTAL P
LOAD(UG/SEC)
523.016
528.916
108.
566.561
590.51b
<433. 1 56
347.663
347.811
73.219
629.291
795.880
760.110
682.82b
2 5 . 9 81
8.066
2.153
0.87b
0.000
0.000
20.362
3*4*4.33b
668.8448
758.806
675.836
632.726
603.636
507.U69
623.211
652.510
558.011
501 .760
092. 344 44
196.732
53.318
22.015
2.441 6
0.000
1.003
127.027
299.952
318.253
530.361
609.513
650.090
650.090
651.131
6«40.323
560.367
570.645
-------
SAS
2b
16:15 FRIDAY, DECEHBEK 13, 1985
DEFIANCE RAINULATOR STUDY
TILLAGE=N EW RIDGES
RESIDUE=NONE
RUN
T1HE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(UG/SEC)
CONC.(UG/HL)
LOAD (UG/SEC)
U
1785.14
0.1095
0.0490
5.3645
5.2220
571.704
w
1800.00
0.0830
0.0490
4.0648
5.2220
433.191
w
1600.60
0.0830
0.0390
3.2352
5.6120
465.544
H
1980.63
0.0251
0.0390
0.9779
5.6120
140.710
U
2280.63
0.0073
0.0390
0.2851
5.6120
41.023
K
2404.09
0.0000
0.0390
0.0000
5.6120
0.000
X1
0.00
0.0000
0.0000
0.0000
0.0000
0.000
X1
57.65
0.0005
0.0000
0.0000
1.3180
0.717
XI
83.41
0.0107
0.0000
0.0000
1.3160
14.123
X1
131 .25
0.4475
0.0000
0 .0000
1 .3160
569.765
XI
375.98
0.4496
0.0000
0.0000
1.3254
555.901
X1
459.39
0.4396
0.0000
0.0000
1.3367
568.743
XI
554.46
0.4364
0.0000
0.0000
1.3539
590.83b
XI
611.50
0.4411
0.0000
0.0000
1 .3630
601 .186
XI
670.99
0.4578
0.0053
2.4398
1.4595
666.1ty
X1
783.85
0.4639
0.0200
9.2783
1.7166
796.425
XI
840.28
0.4604
0.0273
12.5861
1 .6454
649.677
XI
953.13
0.4544
0.0375
17.0542
2.0236
919.447
XI
1033.48
0.4687
0.0324
15.2063
1.9320
905.5b4
X1
1111.99
0.4518
0.0275
12.4120
1 .8425
832.397
XI
1156.15
0.4505
0.0247
11 .1166
1 .7922
807.340
XI
1272.68
0.4475
0.0200
8.9494
1 .4650
655.545
XI
1435.83
0.4522
0.0200
9.0440
0.5361
242.444
XI
1639.46
0.4674
0.0200
9.3481
0.3000
140.200
XI
1738.21
0.4479
0.0200
8.9560
0.3000
134.4 00
XI
1792.79
0.4284
0.0200
8.5677
0.3000
128.500
X1
1800 .00
0.0775
0.0200
1.5509
0.3000
23.300
XI
1800.60
0.0775
0.0000
0.0000
0.1460
11 .322
X1
2100.60
0.0419
0.0000
0.0000
0 .1460
6.116
X1
2400.60
0.0063
0.0000
0.0000
0.1460
0.914
X1
2443.55
0.0012
0.0000
0.0000
0.1460
0.169
X1
2743.55
0.0004
0.0000
0.0000
0.1460
0.059
XI
2903.55
0.0000
0.0000
0.0000
0.1460
0.000
TILLAGE=NEW RIDGES
RESIDUE=HIDG
RUN
TIKE
DISCHARGE
DIP CONC*
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC.(UG/BL)
LOAD (UG/S
D
0.00
0.0000
0.0000
0.0000
0.0000
0.000
D
232.61
0.0000
0.2240
0.0044
9.8090
0.191
D
243.64
0.0036
0.2240
0.8612
9.6090
37.711
D
403.74
0.0106
0.2144
2.3160
9.6170
103.966
D
447.66
0.0113
0.2067
2.3602
9.5022
107.473
D
631 .65
0.0337
0.1853
6.2435
9.0207
303.994
D
693.53
0.0339
0.1954
6.6305
8.7469
296.910
D
649.76
0.0316
0.2209
6.9796
8.0625
254.751
D
939.62
0.0419
0.2331
9.7723
7.6541
320.952
-------
SAS
27
16:15 FBIDAY, DECEBBER 13, 19b5
DEFIANCE RAIHULATOR STUDY
TILLAGEsNEW RIDGES
RESIDUE=RIDG
HEP It UN
UK
Tint
DISCHARGE
DIP COHC.
DIP LOAD
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(OG/SEC)
CONC.(UG/BL)
D
1110.76
0.0517
0.2165
11.1930
6.6809
D
1233.90
0.0660
0.2050
13.5362
5.9938
D
1341.73
0.0696
0.2050
14.3049
5.7659
D
1472.84
0.0691
0.2050
14.1699
5.4868
D
1557.39
0.0721
0.2041
14.7165
5.4081
D
174 9.15
0.0709
0.1977
14.0245
5.6887
D
1971.55
0.0729
0.1950
14.2250
6.1066
D
2129.61
0.0695
0.1950
13.5428
6.4412
D
2303.61
0.0738
0.1995
14.7182
7.3116
D
2416.79
0.0683
0.2024
13.8246
7.8889
D
2551 .12
0.0716
0.2058
14.7365
8.5519
D
2631.99
0.0791
0.2079
16.4484
8.9571
D
2700.00
0.0764
0.2096
16.4401
9.2978
D
2700.60
0.0784
0.2096
16.4413
9.3009
D
2922.40
0.0417
0.2150
8.9592
10.3500
D
2946.29
0.0275
0.2150
5.9060
10.3500
D
3000.00
0.0246
0.2150
5.3386
10.3500
D
3000 .60
0.0246
0.0000
0.0000
0.0000
D
3300.60
0.0049
0.0000
0.0000
0.0000
D
3375.15
0.0000
0.0000
0.0000
0.0000
V
0.00
0.0000
0.0000
0.0000
0.0000
V
50.85
0.0060
0.1270
0.7558
4.97e0
V
128.66
0.0426
0.1270
5.4068
4.9760
V
276.92
0.0979
0.1270
12.4290
4.9760
V
404 .97
0.1239
0.1367
16.9452
4.7951
V
475.43
0.1446
0.1459
21 .1292
4.6232
V
582.03
0.1471
0.1596
23.5052
4.3631
V
777.47
0.14 34
0.1562
22.4003
3.9820
V
875.49
0.1 534
0.1496
22.9605
3.8066
V
1037.24
0.1560
0.1531
24.1921
2.8543
V
1127.91
0.1476
0.1592
23.4952
2.1317
V
1191 .63
0.1518
0.1634
24.8096
1 .6236
V
1200.00
0.1462
0.1640
23.9766
1.5571
V
1200.60
0.1462
0.1640
23.9824
1.5523
V
1327.03
0.1163
0.1534
17.8402
1.6337
V
1362.56
0.0946
0.1488
14.0760
1.7493
V
1477.13
0.0774
0.1339
10.3602
2.1220
V
1545.13
0.0570
0.1270
7.2384
2.2940
V
1665.83
0.0314
0.1270
3.9836
2.2940
V
1600.00
0.0166
0.1270
2.1088
2.2940
¥
1800.60
0.0166
0.1460
2.4243
2.3420
V
2100.60
0.0070
0.1460
1 .0216
2.3420
V
2187.61
0.0042
0.1460
0.6147
2.3420
V
2209.87
0.0033
0.1460
0.4804
2.3420
V
2466.79
0.0000
0.1460
0.0000
2.3420
V
0.00
0.0000
0.0000
0.0000
0.0000
w
85.16
0.0001
0.1270
0.0139
12.3500
u
138.46
0.0130
0.1270
1.6540
12.3500
N
206.47
0.0226
0.1270
2*8965
12.3500
TOTAL P
LOAD(UG/SEC)
345.357
395.770
402.344
379.393
389.969
103.556
44 5.4 69
447.34^
539.563
536.625
612.377
708.755
729.227
729. 4tj
<431 .291
284.313
256•99fc
0.000
0.000
0.000
0.000
29.626
212.006
487.176
594.193
669.501
641 .912
571.169
584.097
450.883
314.606
246.489
227.646
226.947
190.006
165.511
164.217
130.747
71.956
38.091
36.886
16.387
9.861
7.707
0.000
0.000
1.349
160.842
261.669
-------
SAS
2b
16:15 FRIDAY, DECERBER 13, 1965
DEFIANCE RAINULATOR STUDY
T1LLAGE-NEU RIDGES RESXDUE-RIDG
REP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
total P
TOTAL P
(SEC)
(KG/SEC)
(UG/KL)
(UG/SEC)
CONC. (UG/KL)
LOAD(UG/SEC)
1
ki
317.97
0.0298
0.1270
3.762
12.3500
367.763
1
U
407. 42
0.0646
0.1270
8.203
11 .1149
717.896
1
u
4 62.56
0.0793
0.1270
10.071
10.2352
811.679
1
ki
589.38
0.0816
0.1270
10.362
6.2120
670.035
1
u
705.79
0.0964
0.1343
13.224
6.9600
685.173
1
u
789.72
0.1211
0.1424
17.256
6.2910
762.122
1
882.85
0.1344
0.1514
20.354
5.5488
745.779
1
ki
992.51
0.1502
0.1602
24.049
4.9696
749.237
1
U
1100.95
0.1580
0.1674
26.443
4.6721
738.028
1
ki
1181 .21
0.1 511
0.1727
26.100
4.4369
670.376
1
ki
1319.67
0.1534
0.1321
20.264
4.1921
643.251
1
V
1410.35
0.1530
0.0876
13.405
4.0690
625.505
1
V
1470.39
0.1434
0.0582
8.349
4.0208
576.723
1
ki
1618.04
0.1409
0.0290
4.087
3.9530
557.079
1
1739.35
0.1380
0.0290
4.001
3.9530
545.452
1
ki
1798.16
0.1400
0.0290
4.060
3.9530
553.4 69
1
1800.00
0.1203
0.0290
3.489
3.9530
475.533
1
K
1600.60
0.1 203
0.1370
16.481
4 .1970
504.666
1
V
1961 .96
0.0496
0.1370
6.789
4.1970
207.977
1
W
2124.71
0.0330
0.1370
4.520
4.1970
138.467
1
w
2335.47
0.0182
0.1370
2.491
4.1970
76 .314
1
K
2635.47
0.0045
0.1370
0.620
4.1970
19.000
1
V
2734.92
0.0000
0.1370
0.000
4.1970
0.000
1
XI
0.00
0.0000
0.0000
0.000
0.0000
0.000
1
X1
52.10
0.0933
0.1170
10.921
2.8790
268.733
1
X1
147.71
0.2161
0.1170
25.269
2.8790
622.274
1
X1
186.33
0.2656
0.1170
31.076
2.8790
764 .663
1
X1
273.98
0.3089
0.0858
26.511
2.1116
652.343
1
XI
419.85
0.3011
0.0147
4.426
0.3617
108.906
1
X1
530.79
0.3165
0.0000
0.000
0.0000
0.000
1
XI
600.00
0.3205
0.0000
0.000
0.0000
0.000
1
X1
600.60
0.3205
0.0000
0.000
0.0000
0.000
1
X2
0.00
0.0000
0.0000
0.000
0.0000
0.000
1
X 2
72.94
0.0125
0.2150
2.698
0.2930
3.676
1
X2
134.84
0.5669
0.2150
121.694
0.2930
166.116
1
X 2
171 .62
0.7615
0.2150
163.721
0.2930
223.117
1
X 2
200.43
0.8528
0.2150
183.352
0.2930
249.870
1
X2
286.65
0.6926
0.1462
130.491
0.2930
261 .593
1
X2
381.24
0.9300
0.0616
57.289
0.2930
272.49b
1
12
470.72
0.9153
0.0000
0.000
0.2930
268.181
1
12
589.02
0.6958
0.0000
0.000
0.2930
262.479
1
X2
600.00
0.8629
0.0000
0.000
0.2930
252.819
1
X 2
600 .60
0.6629
0.0000
0.000
0.0000
0.000
2
D
0.00
0.0000
0.0000
0.000
0.0000
0.000
2
D
300.00
0.0004
0.0490
0.016
0.1400
0.056
2
D
335.67
0.0004
0.0490
0.021
0.1411
0.060
2
D
468.83
0.0213
0.0490
1 .046
3.4551
73.736
2
D
578 .06
0,0555
0.049C
2.717
6.1734
342.342
2
D
735.16
0.0634
0.0490
4.066
7.2266
602.661
-------
SAS
29
16:15 FRIDAY, DECEMBER 13, 19fcb
DEFIANCE RAINOLATOR STUDY
TILLAGE =NLW RIDGES RESIDUE=RIDG
REP
h UN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/KL)
LOAD(UG/SEC)
2
D
795.91
0.0094
0.0490
0.4614
7.0683
66.750
2
D
854.6 2
0.0260
0.0490
1 .2735
6.9542
180.739
2
D
904.53
0.0579
0.0490
2.8352
6.8410
395.835
2
D
1007.01
0.0987
0.0490
4.8363
6.3572
627.455
2
D
1118.OB
0.1 208
0.0490
5.9215
5.7429
694.013
2
D
1200.92
0.1286
0.0490
6.3017
5.2646
679.661
2
D
1484.43
0.1249
0.0736
9.1931
4.0478
505.625
2
D
1760.57
0.1455
0.0760
11 .3471
0.8921
129.76b
2
D
2060.57
0.1557
0.0780
12.1482
2.6683
449.842
2
D
2062.19
0.1556
0.0760
12.1533
2.9123
453.77b
2
D
2362.49
0.1539
0.0703
10.8117
3.7952
564.069
2
D
2398.77
0.1537
0.0690
10.6096
3.6010
584.10b
2
D
2649.14
0.1599
0.0468
7.4855
3.5927
574.441
2
D
2949.14
0.1563
0.0390
6.1742
3.6206
573.1*4
2
b
2969.47
0.1582
0.0390
6.1700
3.6305
574.372
2
D
3269.47
0.1486
0.0238
3.5411
2.7644
410.717
2
D
3308.21
0.1473
0.0214
3.1500
2.6195
385.93b
2
D
3600.00
0.1426
0.0200
2.8526
2.5380
361.999
2
D
3600.60
0.1426
0.0390
5.5626
3.9530
b63.622
2
D
3632.22
0.1423
0.0390
5.5480
3.9530
562.335
2
D
3705.24
0.1150
0.0390
4.4636
3.9530
454.450
2
D
3855.59
0.0532
0.0390
2.0763
3.9530
210.453
2
D
4022.50
0.0144
0.0390
0.5626
3.9530
57.026
2
D
4259.98
0.0000
0.0390
0.0000
3.9530
0.000
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
V
93.28
0.0152
0.0200
0.3049
5.0260
76.615
2
V
168.75
0.0570
0.0200
1 .1391
5.0260
266.249
2
V
282.28
0.0883
0.0200
1.7661
5.0260
443.620
2
V
435.69
0.1273
0.0440
5.5957
3.6056
464.443
2
V
528.97
0.1487
0.0651
9.6623
2.7286
405.816
2
V
574.38
0.1518
0.0754
11.4431
2.2042
334.556
2
V
667.71
0.1494
0.0801
11.9659
0.7110
106.247
2
V
1167.71
0.1566
0.0859
13.4587
1.ie37
165.408
2
V
1183.12
0.1570
0.0664
13.5712
1.2268
192.931
2
V
1459.88
0.1599
0.0727
11.6200
0.9177
146.737
2
V
1759.88
0.1563
0.0660
10.7636
0.7610
123.625
2
V
1775.91
0.1562
0.0680
10.7580
0.7810
123.556
2
V
1800.00
0.1525
0.0660
10.3692
0.7610
119.093
2
V
1800.60
0.1525
0.0000
0.0000
0.1460
22.263
2
V
1890.05
0.1160
0.0000
0.0000
0.1460
16.937
2
V
1982.72
0.0433
0.0000
0.0000
0.1460
6.324
2
V
2268.68
0.0132
0.0000
0.0000
0.1460
1.933
2
Vi
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
w
90.21
0.0036
0.1070
0.3652
6.1000
21 .963
2
w
130.09
0.0066
0.1070
0.9239
6.1000
52.670
2
H
193.91
0.0603
0.1070
6.4539
6.1000
367.933
2
*
234.42
0.0674
0.1070
9.3503
6.1000
533.055
2
¥
281.67
0.0999
0.1070
10.6857
6.1000
609.165
2
H
351.01
0.1104
0.1070
11.8165
5.6949
651.006
-------
SAS
30
16:15 FRIDAY, DECEKBEfi 13, 1985
DEFIANCE RAINULATOR STUDY
TILLAGE=NEW RIDGES RESIDUE=RIDG
EP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
CONC. (UG/HL)
LOAD (UG/SEC)
2
W
ail.76
0.1196
0.1070
12.7945
5.3020
633.985
2
W
622.21
0.1301
0.1070
13.9251
3.2477
422.657
2
U
911 .28
0.1301
0.0432
5.6278
0.1980
25.765
2
w
1211 .26
0.1342
0.0390
5.2353
0.9610
129.007
2
w
1 511.28
0.1383
0.0118
1 .6337
3.7703
521.562
2
w
1 531.68
0.1386
0.0100
1.3861
3.9530
547.944
2
w
1600.00
0.1476
0.0100
1 .4756
3.9530
563.320
2
V
1 600.60
0.1476
0.0390
5.7550
3.1230
460.842
2
h
2009.10
0.0663
0.0390
2.6631
3.1230
213.256
2
V
2184.61
0.0355
0.0390
1.3860
3.1230
110.968
2
w
2484.61
0.0171
0.0390
0.6662
3.1230
53.510
2
XI
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X1
73.53
0.0001
0.0000
0.0000
1 .5130
0.1 06
2
XI
165.43
0.0080
0.0000
0.0000
1.5130
12,07V
2
X1
302.07
0.0464
0.0000
0.0000
1.3C70
60.687
2
X1
359.05
0.1326
0.0000
0.0000
1 .1795
156.442
2
XI
401 .33
0.1 882
0.0000
0.0000
1 .0849
204.165
2
XI
477.92
0.2365
0.0000
0.0000
0.9760
230.863
2
XI
534 .29
0.2562
0.0000
0.0000
0.9760
252.033
2
XI
594.95
0.2625
0.0000
0.0000
0.9760
256.1bb
2
XI
600.00
0.0000
0.0000
0.0000
0.9760
0.000
2
X1
600,60
0.0000
0.0000
0.0000
0.0000
0.000
2
X2
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X 2
16.95
0.2436
0.0000
0.0000
0.1460
35.591
2
X2
55.76
0,2686
0.0000
0.0000
0.1460
39.240
2
X 2
98.03
0.4147
0.0000
0.0000
0.1460
60.552
2
X 2
129.26
0.6153
0.0000
0.0000
0.1460
69.832
2
X 2
181 .98
0.7636
0.0000
0.0000
0.1460
111 .487
2
X2
245,09
0.8216
0.0000
0.0000
0.1817
149.256
2
X2
344.35
0.6420
0.0000
0.0000
0.2826
237.923
2
X2
430.13
0.8525
0.0000
0.0000
0.3698
315.261
2
X2
514.07
0.6466
0.0000
0.0000
0.3900
330.193
2
X2
600.00
0.8204
0.0000
0.0000
0.3900
319.964
2
X2
600.60
0.8204
0.0000
0.0000
0.0000
0.000
2
X3
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X3
33.09
0.0143
0.0000
0.0000
0.1950
2.789
2
X3
80.68
0.0263
0.0000
0.0000
0.1950
5.1 36
2
X 3
131 .73
0.3334
0.0000
0.0000
0.1950
65.011
2
X3
156.24
0.6259
0.0000
0.0000
0.1950
122.043
2
X3
163.20
0.8466
0.0000
0.0000
0.1950
165.096
2
X3
229.15
0.9688
0.0000
0.0000
0.1833
177.625
2
X3
286.14
1.0587
0.0000
0.0000
0.1467
157.408
2
>3
372.53
1.1179
0.0000
0.0000
0.0961
107.459
2
X 3
476.69
1.1105
0.0000
0.0000
0.0490
54.413
2
X3
588.21
1 .1071
0.0000
0.0000
0.0490
54.249
2
X 3
600.00
0.0000
0.0000
0.0000
0.0490
0.000
2
X4
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X4
5.51
1.1138
0.0000
0.0000
0.1460
162.620
2
X4
57.60
1.5626
0.0000
0.0000
0.1460
228.142
-------
SAS
31
16:15 FRIDAY , DECEHBER 13, 19b5
DEFIANCE RAINULATOR STUDY
TILLAGE=NEN RIDGES RESIDUE=RIDG
REP
RUN
TIKE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/ML)
LOAD (UG/SEC)
2
X4
108.45
2.2637
0.0000
0.0000
0.1460
330.500
2
X4
219.35
2.3089
0.0000
0.0000
0.1403
323.962
2
X 14
29U.10
2.3079
0.0000
0.0000
0.0948
216.877
2
X4
381 .11
2.2046
0.0000
0.0000
0.0419
92.401
2
X4
U 73.63
2.2475
0.0000
0.0000
0.0000
0.000
2
X<4
562.U7
2.1058
0.0000
0.0000
0.0000
0.000
2
XU
590.66
2.0353
0.0000
0 .0000
0.0000
0.000
2
XU
600.00
0.8390
0.0000
0.0000
0.0000
0.000
2
XU
600.60
0.8390
0.0000
0.0000
0.0000
0.000
2
X5
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X 5
36.76
0.C 470
0.0000
0.0000
0.1950
9.162
2
X5
67.U0
0.5166
0.0000
0.0000
0.1950
100.770
2
X 5
94 .36
1 .5690
0.0000
0.0000
0.1950
305.95U
2
X 5
128.67
2.914S
0.0000
0.0000
0.1950
568.369
2
X 5
U 28.67
2.9412
0.0000
0.0000
0.1066
313.592
2
X5
600.00
2.9573
0.0000
0.0000
0.0980
269.812
2
X5
600.60
2.9573
0.0000
0.0000
0.0000
0.000
3
D
0.00
0.0000
0.0000
0 .0000
0.0000
0.000
3
D
59.U1
0.0002
0.1270
0.0239
6.9300
1 . 304
3
D
94 .93
0.0008
0.1270
0.1003
6.9300
5.472
3
D
186.64
0.0141
0.1270
1.7951
6.9300
97.955
3
D
272.5U
0.0257
0.1270
3.2690
6.9300
178.381
3
D
571,U2
0.0421
0.1190
5.0046
5.0840
213.89b
3
D
703.71
0.0670
0.0976
6.5563
4.5161
302.639
3
D
806.60
0.0967
0.0711
6.6722
4.3487
420.422
3
D
866.62
0.1049
0.0555
5.8192
4.2511
445.903
3
D
1166.62
0.1211
0.0390
4.7242
3.0706
371.951
3
D
1168.56
0.1 212
0.0390
4.7283
3.0618
371.203
3
D
1368.22
0.1 376
0.0344
4.7329
2.7143
373.52U
3
D
1U98.67
0.1403
0.0300
4.2148
2.6504
371.809
3
D
1608.30
0.1307
0.0342
4.4725
2.6222
342.720
3
D
1766.32
0.1272
0.0448
5.6925
2.5964
330.249
3
D
2060.29
0.1293
0.0413
5.3428
2.5492
329.583
3
D
2360.29
0.1298
0.0467
6.0565
0.5697
76.520
3
D
2362.8U
0.1298
0.0468
6.0678
0.5681
73.721
3
D
2579.OU
0.1281
0.0391
5.0050
1 .1153
142.900
3
D
2879.04
0.1229
0.0146
1.7938
2.3906
293.859
3
D
2884.65
0.1228
0.0141
1.7257
2.3960
294.300
3
D
3084.93
0.1224
0.0090
1.0979
2.5380
310.581
3
D
3260.70
0.1231
0.0377
4.6369
2.5380
312.315
3
D
3530.79
0.1263
0.0490
6.1872
2.5380
320.470
3
D
3565.70
0.1201
0.0490
5.8854
2.5380
304.840
3
D
3594.49
0.1078
0.0490
5.2846
2.5380
273.721
3
D
3600.00
0.0865
0.0490
4.2401
2.5380
219.621
3
D
3600.60
0.0865
0.0000
0.0000
2.1960
190.027
3
D
3827.22
0.0433
0.0000
0.0000
2.1960
95.020
3
D
4074.04
0.0210
0.0000
0.0000
2.1960
46.066
3
D
4268.15
0.0142
0.0000
0.0000
2.1960
31.202
3
D
4522.97
0.0000
0.0000
0.0000
2.1960
0.000
-------
SAS
32
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE RAINULATOR STUDY
T1LLAGE=NEW RIDGES RESIDUE=RIDG
EP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
CONC.(UG/HL)
LOAD (UG/SEC)
3
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
V
46.55
0.0017
0.0590
0.1006
3.1720
5.407
3
V
123.10
0.0279
0.0590
1 .6452
3.1720
88.449
3
V
210.07
0.0662
0.0590
4.0230
3.1720
216.289
3
V
266.42
0.0762
0.0590
4.6144
3.1720
246.064
3
V
447.70
0.0859
0.0704
6.0441
2.8848
247.747
3
V
577.54
0.1014
0.0829
8.4055
2.5680
260.265
3
V
719.63
0.1024
0.0880
9.0103
2.7316
279.690
3
V
916.23
0.0915
0.0680
8.0523
3.3712
308.47b
3
V
1097.52
0.0818
0.0444
3.6377
3.3071
270.67^
3
V
1207.76
0.0833
0.0158
1 .3145
3.2355
269.476
3
V
1376.63
0.0865
0.0244
2.1086
3.2453
280.824
3
V
1524.40
0.0812
0.0385
3.1231
3.2691
265.477
3
V
1665.87
0.0895
0.0390
3.4905
3.2700
292.667
3
V
1600.00
0.0761
0.0390
3.0441
3.2700
255.23b
3
V
1600.60
0.0781
0.0200
1.5611
3.4160
266.633
3
V
1902.28
0.0540
0.0200
1.0807
3.4160
184.591
3
V
2032.73
0.0095
0.0200
0.1895
3.4160
32.367
3
V
2245.25
0.0000
0.0200
0.0000
3.4160
0.000
3
u
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
w
56.96
0.0002
0.0490
0.0103
1 .0000
0.200
3
V
123.72
0.0117
0.0490
0.5716
1.0000
11.700
3
u
191.70
0.0465
0.0490
2.2761
1.0000
46.500
3
V
241.31
0.0616
0.0490
3.0304
1.0000
61 .800
3
V
292.75
0.0694
0.04 90
3.3991
1.0000
69.400
3
w
411.57
0.0864
0.0517
4.4670
1.1675
100.836
3
H
477.10
0.0916
0.0539
4.9504
2.1055
193.367
3
N
569.56
0.0965
0.0570
5.4978
3.4292
330.837
3
ta
734.33
0.0969
0.0656
6.3559
4.2603
412.726
3
V
863.16
0.0945
0.0750
7.0939
4.2121
398.233
3
V
1129.98
0.0900
0.0780
7.0200
3.8717
346.451
3
K
1403.74
0.0893
0.0328
2.9326
3.6239
323.736
3
W
1668.94
0.0809
0.0000
0.0000
3.5620
288.132
3
W
1800.00
0.0804
0.0000
0.0000
3.5620
286.437
3
hi
1800.60
0.0804
0.0490
3.9403
3.3670
270.756
3
W
1948.21
0.0544
0.0490
2.6674
3.3670
183.288
3
w
2208.51
0.0093
0.0490
0.4553
3.3670
31 .284
3
N
2508 .51
0.0033
0.0490
0.1627
3.3670
11 .162
3
U
2611.50
0.0013
0.0490
0.0623
3.3670
4.260
3
W
2911 .50
0.0005
0.0490
0.0249
3.3670
1.706
3
u
3110.65
0.0000
0.0490
0.0000
3.3670
0.000
3
XI
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
XI
35.54
0.0002
0.0490
0.0115
1.7080
0.401
3
XI
82.10
0.0134
0.0490
0.6564
1.7080
22.862
3
XI
116.42
0.0712
0.0490
3.4877
1.7080
121.570
3
XI
164.21
0.1710
0.0490
6.3785
1.7080
292.051
3
X1
240.18
0.2619
0.0490
12.6342
1.6528
432.903
3
XI
294 .72
0.2764
0.0490
13.5420
1.5530
429.211
3
XI
369.69
0.2887
0.0490
14.1470
1.3793
398.232
-------
SAS
33
16:15 FRIDAY, DECEMBER 13, 198b
DEFIANCE RA1NULAT0R STUDY
TILLAGE-N EW RIDGES RESIDUE=RIDG
REP
RUN
TIRE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(OG/KL)
(UG/SEC)
CONC.(UG/flL)
LOAD (UG/SEC)
3
XI
437.48
0.2873
0.0490
14.0772
1 .2919
371.151
3
XI
581.47
0.3010
0.0490
14.7480
1.2690
361 .943
3
XI
595.56
0.2884
0.0490
14.1296
1 .2690
365.927
3
XI
600.00
0.2760
0.0490
13.5249
1 .2690
350.266
3
X1
600.60
0.2760
0.0000
0.0000
0.0000
0.000
3
X 2
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
X2
46 .57
0.0515
0.0490
2.5239
0.7320
37.704
3
X2
65.76
0.2739
0.0490
13.4227
0.7320
200.51b
3
X2
121 .32
0.5402
0.0490
26.4706
0.7320
395.43b
3
X 2
169.11
0.6994
0.0490
34.2706
0.7320
511 .960
3
12
227.93
0.7865
0.0453
35.6576
0.7101
558.474
3
X 2
276.33
0.8498
0.0355
30.1301
0.6510
553.213
3
X 2
416*03
0.9091
0.0069
6.3048
0.4805
436.009
3
X 2
581 .47
0.9202
0.0000
0.0000
0.4390
403.972
3
X 2
600.00
0.6994
0.0000
0.0000
0.4390
394.043
3
X 2
600.60
0.8994
0.0000
0.0000
0.0000
0.000
3
X3
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
X 3
28.16
0.0610
0.0000
0.0000
0.2440
14.662
3
X3
60.05
0.4910
0.0000
0.0000
0.2440
119.79b
3
X3
102.94
0.9287
0.0000
0.0000
0.2440
226.609
3
X3
160.53
1 .1056
0.0000
0.0000
0.2440
269.760
3
X3
291.04
1.2475
0.0000
0 .0000
0.2275
283.741
3
X 3
435.64
1 .3111
0.0000
0.0000
0.1979
259.513
3
X3
572.27
1.3214
0.0000
0.0000
0.1950
257.667
3
X3
600.00
1.2729
0.0000
0.0000
0.1950
248.212
3
X3
600.60
1.2729
0.0000
0.0000
0.0000
0.000
3
X4
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
X4
18. 36
0.2417
0.0100
2.4166
0.2930
70.807
3
X4
42.28
0.857S
0.0100
8.5794
0.2930
251.376
3
X4
81 .49
1.7226
0.0100
17.2258
0.2930
504.717
3
X4
122.54
1.9561
0.0100
19.5811
0.2930
573.727
3
X4
192.39
2.1195
0.0100
21 .1953
0.2930
621 .021
3
X4
281.65
2.1868
0.0070
15.3213
0.2783
608.650
3
X4
409.29
2.2343
0.0017
3.7897
0.2523
563.741
3
X4
567.99
2.3066
0.0000
0.0000
0.2440
562.811
3
X4
599.85
2.3087
0.0000
0.0000
0.2440
563.326
3
X4
600.00
0.9679
0.0000
0.0000
0.244 0
236.169
3
X4
600.60
0.9679
0.0000
0.0000
0.0000
0.000
2
D
0.00
0.0000
0.0000
0«0000
0.0000
0.000
2
D
256.96
0.0727
0.1370
9.9567
5.1240
372.397
2
D
359.36
0.0977
0.1398
13.6659
5.0524
493.753
2
D
422.41
0.1141
0.1459
16.6468
4.8985
558.780
2
D
561.99
0.1269
0.1594
20.5545
4.5579
587.647
2
D
708.31
0.1385
0.1404
19.4430
4.4176
611.674
2
D
865.03
0.1419
0.0892
12.6575
4.4688
633.952
2
D
1165.03
0.1474
0.0758
11 .1 747
3.9925
588.326
2
D
1166.23
0.1474
0.0759
11 .1823
3.9900
568.039
2
D
1461.92
0.1573
0.1460
22.9646
3.6285
570.625
2
D
1761.92
0.1559
0.1660
25.6729
3.4113
531.681
-------
SAS
3«
16:15 FRIDAY, DECEBBEft 13, 196i
DEFIANCE RAINULATOR STUDY
TILLAGE=N£W RIDGES RES1DUE-RIDG
REP
RUN
TIBE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(UG/SEC)
CONC. (UG/BL)
LOAD (UG/SEC)
2
D
1768.01
0.1558
0.1660
25.8682
3.4073
530.967
2
D
2045.34
0.1587
0.0612
9.7128
3.2270
512.123
2
D
2330.56
0.1657
0.0061
1.0101
3.1039
514.37b
2
D
2638.56
0.1657
0.0410
6.7979
0.9368
155.245
2
D
2650.16
0.1657
0.0433
7.1762
0.8179
135.537
2
D
2942 .61
0.1677
0.1464
24 .8609
1.5925
267.041
2
D
3228.09
0.1687
0.0952
16.0566
2.6313
443.61k
2
D
3528.09
0.1785
0.0490
8.7458
2.8300
505.115
2
D
3 546.86
0.1792
0.0490
8.7791
2.6300
507.040
2
D
3600.00
0.1362
0.0490
6.6747
2.8300
365.49b
2
D
3600.60
0.1362
0.0590
8.0369
2.2450
305.610
2
D
3870.90
0.0613
0.0590
3.6196
2.2450
137.731
2
D
4170.90
0.0346
0.0590
2.0402
2.2450
77.630
2
D
4362.0£
0.0157
0.0590
0 .9283
2.2450
3 5 . 3 i. i.
2
D
4662.06
0.0061
0.0590
0.4770
2.2450
16.150
2
D
4962.08
0.0004
0.0590
0.0257
2.2450
0.97b
2
D
4999.17
0.0000
0.0590
0.0000
2.2450
0.000
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
V
44.69
0.0063
0.0590
0.3732
2.7330
17,2fcb
2
V
146.31
0.0421
0.0590
2.4859
2.7330
115.153
2
V
273.65
0.0932
0.0590
5.4965
2.7330
254.611
2
V
426.09
0.1344
0.0433
5.8216
2.7016
363 .1 b?*
2
V
562.61
0.1509
0.0177
2.6717
2.6504
399.862
2
¥
874.82
0.1580
0.0418
6.6078
2.4359
364.816
2
V
1174.82
0.1606
0.0490
7.8792
2.3910
364.472
2
V
1181 .53
0.1609
0.0490
7.8823
2.3910
364.623
2
V
1481 .53
0.1654
0.0574
9.4937
2.3499
368.7b9
2
V
1483.96
0.1655
0.0575
9.5091
2.3495
366.790
2
V
1763.32
0.1645
0.0590
9.7055
2.3420
365.260
2
V
1800.00
0.1259
0.0590
7.4276
2.3420
294 .63b
2
V
1800.60
0.1259
0.0000
0.0000
2.1960
276.456
2
V
2049.62
0.0806
0.0000
0.0000
2.1960
177.370
2
V
2295.11
0.0416
0.0000
0.0000
2.1960
91.379
2
V
2595.11
0.0109
0.0000
0.0000
2.1960
23.935
2
V
2622.63
0.0081
0.0000
0.0000
2.1960
17.747
2
V
2922.63
0.0012
0.0000
0.0000
2.1960
2.543
2
V
2972.61
0.0000
0.0000
0.0000
2.1960
0.000
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
y
35.51
0.0018
0.0590
0.1082
3.0740
5.63b
2
V
104.68
0.0109
0.0590
0.6411
3.0740
33.402
2
ti
178.15
0.0457
0.0590
2.6988
3.0740
140.610
2
u
270.59
0.0824
0.0590
4.8594
3.0740
253.165
2
w
396.09
0.1159
0.0610
7.0700
3.0634
355.159
2
N
503.22
0.1316
0.0642
8.4597
3.0463
401.434
2
v
580.97
0.1364
0.0665
9.0774
3.0338
413.944
2
hi
855.23
0.1518
0.1123
17.0481
2.7324
414.823
2
w
1155.23
0.1561
0.0684
10.6816
2.5622
399.889
2
w
1171.74
0.1563
0.0641
10.0269
2.5568
399.655
2
V
1460.08
0.1626
0.0191
3.1031
2.5004
406.457
-------
SAS
35
16:15 FRIDAY, DECEMBER 13, 1Sb£
DEFIANCE RAINULATOR STUDY
TILLAGE=NEW RIDGES RESIDUEsRIDG
REP
RUt.
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(UG/SEC)
CONC.(UG/RL)
LOAD (UG/SEC)
2
W
1665.16
0.1633
0.0100
1 .6326
2.4690
406.41
2
u
1765.56
0.1597
0.0100
1.5966
2.4690
397.39
2
w
1600.00
0.0968
0.0100
0.9677
2.4690
240.66
2
w
1600.60
0.0966
0.0290
2.8063
2.2450
217.24
2
w
2100.60
0.0596
0.0290
1 .7326
2.2450
134.14
2
w
2297.56
0.0354
0.0290
1.0260
2.2450
79.5b
2
k
2597.56
0.0194
0.0290
0.5632
2.2450
43. 60
2
k
2645.90
0.0166
0.0290
0.4883
2.2450
37.60
2
V
2945.90
0.0072
0.0290
0.2091
2.2450
16.19
2
w
3170.55
0.0000
0.0290
0.0000
2.2450
0.00
2
XI
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
X1
75.91
0.0071
0.0880
0.6216
2.8790
20.34
2
XI
183.6U
0.0806
0.0880
7.1097
2.8790
232.60
2
XI
264 .65
0.2281
0.0759
17.3060
2.4064
549.3t
2
X1
330.56
0.3431
0.0664
23.4744
2.1190
727.12
2
XI
361.76
0.4166
0.0633
26.3962
1.9222
601 .01*
2
XI
U21.77
0.4800
0.0536
25.7246
1 .5440
741 .19
2
XI
574.19
0.5225
0.0490
25.6047
1.3660
713.fcO
2
X1
600.00
0.5170
0.0490
25.3340
1.3660
706.2b
2
XI
600.60
0.5170
0.0000
0.0000
0.0000
0.00
2
X2
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
X2
103.45
0.1486
0.0390
5.7947
1.0740
159.5b
2
X 2
176.91
0.5587
0.0390
21.7888
1.0740
600.03
2
X2
206.90
0.7624
0.0390
29.7326
1.0740
816.79
2
X2
265.06
0.8376
0.0301
25.1732
0.9396
767.00
2
X 2
342.80
0.8682
0.01 74
15.1246
0.7497
650.95
2
X2
U04.01
0.8718
0.0075
6.5146
0.6003
523.32
2
X2
565.01
0.8754
0.0000
0.0000
0.4880
427.16
2
X 2
600.00
0.6446
0.0000
0.0000
0.4660
412.16
2
X2
600.60
0.8446
0.0000
0.0000
0.0000
0.00
2
X 3
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
X3
61 .21
0.3232
0.0000
0.0000
0.4880
157.72
2
X3
102.64
0.5750
0.0000
0,0000
0.4880
280.61
2
X3
151 .20
1 .1938
0.0000
0.0000
0.4880
562.56
2
X3
223.43
1.3003
0.0011
1.4554
0.4771
620.37
2
X3
367.49
1.3244
0.0146
19.5682
0.3438
455.31
2
X3
552.76
1.3354
0.0200
26.7078
0.2930
391.27
2
X3
600.00
1.2960
0.0200
25.9197
0.2930
379.72
2
13
600.60
1.2960
0.0000
0.0000
0.0000
0.00
2
X4
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
X4
66.11
0.0739
0.0200
1.4776
0.4660
36.05
2
X4
101 .62
1 .9814
0.0200
39.6286
0.4880
966.94
2
XI
152.42
2.2074
0.0200
44.1486
0.4880
1077.2 3
2
X4
244.24
2.4634
0.0171
42.2396
0.4532
1116.40
2
X4
334.23
2.6212
0.0096
25.2884
0.3617
948. 10
2
X4
U81 .14
2.5956
0.0000
0.0000
0.2440
633.33
2
XU
587.65
2.5966
0.0000
0.0000
0.2440
633.5b
2
XU
600.00
1.2070
0.0000
0.0000
0.2440
294.51
2
XU
600.60
1.2070
0.0000
0.0000
0.0000
0.00
-------
SAS
36
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE RAINULATOR STUD*
TILLAGE = N EH RIDGES RE5IDUE=RIDG
EP
RUM
TIME
DISCHARGE
DIP COHC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/KL)
(UG/SEC)
COWC.(OG/BL)
LOAD (UG/SLC)
2
X5
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
X5
38.56
0.1160
0.0000
0.0000
0.0490
5.662
2
X 5
67.33
2.6999
0.0000
0.0000
0.0490
132.295
2
X 5
367.33
2.6947
0.0000
0.0000
0.0490
132.040
2
X 5
600.00
2.6905
0.0000
0.0000
0.0490
131.83b
2
X 5
600.60
2.6905
0.0000
0.0000
0.0000
0.000
3
D
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
D
112.04
0.0001
0.1070
0.0062
4.4900
0.34b
3
D
194.06
0.0021
0.1070
0.2274
4.4900
9.544
3
D
375.31
0.0056
0.1070
0.6013
4.4900
25.233
3
D
675.31
0.0063
0.1115
0.7040
4.6226
29.160
3
D
702.24
0.0064
0.1142
0.7281
4.7014
29.970
3
D
637.55
0.0081
0.1278
1.0316
5.0974
41.160
3
D
1113.06
0.0081
0.1132
0.9211
5.6957
46.343
3
D
1219.59
0.0116
0.0994
1 .1499
5.8664
66.129
3
D
1346.33
0.0231
0.0960
2.2592
4.9399
113.860
3
L
1493.66
0.0445
0.0980
4.3597
3.7157
165.297
3
D
1654.29
0.0587
0.1017
5.9696
3.1533
165.042
3
D
1756.96
0.0643
0.1C49
6.7413
2.9321
1 bb.iibU
3
D
2049.16
0.0802
0.1269
10.3356
0.7494
60 .064
3
L
2349.ie
0.0917
0.1224
1 1 .2226
1.5686
143.83b
3
D
2365.71
0.0923
0.1213
11 .1985
1.6869
155.757
3
L
2513.86
0.0976
0.1198
11 .6973
1.5467
151.027
3
D
2670.00
0.1027
0.1250
12.8371
0.4294
44.096
3
D
2966.94
0.1091
0.0267
2.9119
1.8497
201.757
3
D
3260.20
0.1177
0.0077
0.9033
1.7435
205.226
3
D
3560.20
0.1255
0.0100
1 .2550
1.5620
196.03b
3
D
3562.65
0.1256
0.0100
1 .2557
1.5620
196.137
3
D
3593.86
0.1234
0.0100
1 .2342
1.5620
192.76b
3
D
3600.00
0.0935
0.0100
0.9346
1.5620
145.962
3
D
3600.60
0.0935
0.0000
0.0000
1.3180
123.179
3
D
3900.60
0.0491
0.0000
0.0000
1 .3180
64.777
3
D
3977.76
0.0376
0.0000
0.0000
1.3180
49.75b
3
D
4277.75
0.0127
0.0000
0.0000
1.3160
16.677
3
D
4308.37
0.0101
0.0000
0.0000
1.3180
13.301
3
D
4608.37
0.0028
0.0000
0.0000
1 .3180
3.745
3
D
4725.92
0.0000
0.0000
0.0000
1.3180
0.000
3
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
V
56.33
0.0124
0.0880
1.0901
3.2700
40.506
3
V
269.39
0.0489
0.0880
4.3013
3.2700
159.634
3
V
394.90
0.0683
0.0902
6.1590
3.1432
214.71 3
3
V
598.16
0.0996
0.0969
9.6526
2.7462
273.44b
3
V
729.80
0.1207
0.0960
11.6244
2.5380
306.224
3
V
1029.80
0.1309
0.0654
8.5620
2.2613
296.042
3
V
1174.90
0.1359
0.0180
2.4458
2.2850
310.483
3
V
1463.27
0.1 365
0.0225
3.0791
2.0281
276.933
3
V
1763.27
0.1341
0.0290
3.8900
1.9520
261.636
3
V
1 766.16
0.1 341
0.0290
3.8688
1.9520
261.759
3
V
1800.00
0.1166
0.0290
3.4440
1.9520
231.820
-------
SAS 37
16:15 FRIDAY, DECEHBEh 13, 19«5
DEFIANCE RAINULATOR STUDY
TILLAGE-NEW RIDGES RESIDUE-RIDG
REP
RUN
TinE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/KL)
(UG/SEC)
CONC.(UG/KL)
LOAD(UG/SEC)
3
V
1800.60
0.1166
0.0290
3.4440
2.0960
249.1 59
3
V
1983.06
0.0411
0.0290
1.1906
2.0980
66.136
3
V
2063 .27
0.0167
0.0290
0.4829
2.0980
34.93b
3
V
2306.33
0.0014
0.0290
0.0395
2.0960
2.856
3
V
2 468.57
0.0000
0.0290
0.0000
2.0980
0.000
3
w
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
u
70.41
0.0202
0.0590
1.1946
5.1240
103.751
3
V
206.33
0.0246
0.0590
1 .4617
5.1240
126.944
3
w
286.96
0.0361
0.0590
2.2495
5.1240
195.364
3
fa
4 33.47
0.0632
0.0725
4.5771
4.2321
267.366
3
V
571.22
0.0899
0.0904
8.1243
3.0446
273.749
3
V
741 .43
0.1059
0.1013
10.7286
2.5196
266.75b
3
fa
888.98
0.1194
0.1058
12.6279
2.4957
297.96U
3
w
1175.51
0.1 312
0.0358
4.6962
1.9301
253.274
3
fa
1475.51
0.1327
0.0274
3.6314
2.0450
271.372
3
V
1488.96
0.132e
0.0278
3.6669
2.0561
273.24b
3
w
1788.9b
0.1 336
0.0290
3.8749
2.0980
260.330
3
V
1800.00
0.1 337
0.0290
3.8760
2.0960
2b0.4 06
3
u
1600.60
0.1 337
0.0590
7.68 56
2.2940
306.60 2
3
w
1978.78
0.1165
0.0590
6.8711
2.2940
267.159
3
V
2164.90
0.0809
0.0590
4.7717
2.2940
185.531
3
V
2328.96
0.0561
0.0590
3.3109
2.2940
128.733
3
fa
2628.96
0.0240
0.0590
1.4188
2.2940
55.164
3
fa
2632.65
0.0237
0.0590
1.3956
2.2940
54.263
3
M
2932.65
0.0033
0.0590
0.1959
2.2940
7.616
3
W
2981.63
0.0000
0.0590
0.0000
2.2940
0.000
3
XI
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
X1
0.61
0.0000
0.1370
0.0009
0.6630
0.005
3
X1
100.94
0.0044
0.1370
0.6044
0.6830
3.013
3
XI
182.31
0.0178
0.1370
2.4419
0.6830
12.174
3
XI
307.72
0.0379
0.0612
3.0778
0.6630
25.127
3
XI
364.62
0.1565
0.0467
7.7246
0.6514
103.246
3
XI
411 .11
0.2209
0.0222
4.9042
0.6419
141.828
3
XI
536.53
0.2744
0.0000
0.0000
0.6340
173.949
3
XI
595.67
0.2670
0.0000
0.0000
0.6340
169.268
3
XI
600.00
0.0000
0.0000
0.0000
0.6340
0.000
3
XI
600.60
0.0000
0.0000
0.0000
0.0000
0.000
3
X 2
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
X2
30.59
0.2747
0.0100
2.7470
0.5660
160.977
3
X 2
72.80
0.3076
0.0100
3.0761
0.5860
180.259
3
X2
141 .93
0.7064
0.0100
7.0637
0.5660
413.934
3
X2
162.31
0.7905
0.0100
7.9046
0.5660
463.212
3
X2
243.49
0.6369
0.0066
7.2189
0.5655
4 74.415
3
X 2
367.07
0.6576
0.0035
2.9642
0.4696
420.144
3
X2
500.43
0.6537
0.0000
0.0000
0.4390
374.753
3
X2
595.26
0.6625
0.0000
0.0000
0.4390
376.654
3
X2
600.00
0.0000
0.0000
0.0000
0.4390
0.000
3
X 2
600.60
0.0000
0.0000
0.0000
0.0000
0.000
3
X3
0.00
0.0000
0.0000
0.0000
0.0000
0.000
-------
SAS
36
16:15 FRIDAY, DECEHBER 13, 19bb
DLFIANCE RAINULATOR STUDY
TILLAGE=NEW KIDGES RESIDUi=RIDG
HEP
RUN
TIKE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/KL)
(UG/SEC)
CONC . (UG/KL)
LOAD (UG/SEC)
3
X3
9.79
0.9010
0.0290
26.1277
0.0980
68.29
3
X3
a3.au
1 .1230
0.0290
32.5678
0.0980
110.06
3
X3
116.24
1 .2942
0.0290
37.5318
0.0980
126.63
3
X3
245.32
1.3492
0.0247
33.3691
0.1123
151.49
3
X3
367.07
1.3256
0.0100
13.2842
0.161 5
214.06
3
X3
439.26
1.3190
0.0013
1 .7124
0.1907
251 .48
3
X3
542.03
1.3205
0.0000
0.0000
0.1950
257.49
3
X3
594.65
1.2424
0.0000
0.0000
0.1950
242. 2fc
3
X3
600.00
0.5915
0.0000
0 .0000
0.1950
115.34
3
X3
600.60
0.5915
0.0000
0.0000
0.0000
0. 00
3
X4
0.00
0.0000
0.0000
0.0000
0.0000
0. 00
3
X4
96.05
0.0174
0.0290
0.5041
0.2930
5.09
3
XI
132.14
2.1 063
0.0290
61 .1418
0.2930
617.74
3
X4
164.76
2.3733
0.0290
68.6252
0.2930
695.37
3
Xt*
267.96
2.4107
0.0220
53.0276
0.3263
791.33
3
X4
357.69
2.4424
0.0111
27.1845
0.3830
935.37
3
xu
436.81
2.4375
0.0016
3.8852
0.4310
1050.49
3
X4
530.41
2.4325
0.0000
0.0000
0.4390
1067.67
3
X4
590.36
2.5409
0.0000
0.0000
0.4390
1115.m7
3
X4
600.00
0.0000
0.0000
0 .0000
0.4390
0.00
3
X4
600.60
0.0000
0.0000
0.0000
0.0000
0.00
3
X5
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
X5
6.13
2.6256
0.0000
0 .0000
0 .0000
0.00
3
X5
306.13
2.6261
0.0000
0.0000
0.0196
55.47
3
X5
572.05
2.6266
0.0000
0.0000
0.0490
136.51
3
X5
600.00
2.6085
0.0000
0.0000
0.0490
137.62
3
X5
600.60
2.8085
0.0000
0.0000
0.0000
0.00
TILLAGE=OLD RIDGES
RESIDUE=NONE
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(OG/ML)
(UG/SEC)
COHC.(UG/HL)
LOAD(UG/SEC)
V
0.00
0.0000
0.0000
0.0000
0.0000
0.00
V
73.63
0.0000
0.5760
0.0253
0.0000
0.00
¥
140.51
0.1215
0.5760
69.9811
0.0000
0.00
V
254.64
0.1330
0.5760
76.6067
0.0000
0.00
V
408.04
0.1 312
0.5706
74.9080
1 .9423
254.89
V
551.63
0.1 260
0.5612
70.7128
5.5156
694.95
V
723.44
0.1354
0.4893
66.2616
7.5270
1019.53
V
832.04
0.1377
0.4119
56.7116
7.5980
1046.18
V
1005.06
0.1 284
0.3420
43.9078
7.6620
983.69
V
1141 .91
0.1370
0.3420
46.8596
7.6620
1049.62
V
1188.55
0.1337
0.3420
45.7140
7.6620
1024.15
V
1320.47
0.1400
0.3420
47.8630
7.6620
1072.30
V
1370.17
0.1404
0.3420
48.0182
7.6620
1075.76
?
1386.13
0.1413
0.3420
48.3293
7.6620
1082.75
V
1428.46
0.1406
0.3420
48.0959
7.6620
1077.52
-------
SAS
39
16:15 FRIDAY, DEC EMBER 13, 19b5
DEFIANCE RAINULA TOR STUDY
TILLAGE=OLD RIDGES
RES1DUE=N0NE
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/ttL)
LOAD(UG/SEC)
V
1573.27
0.1350
0.3420
46.171
7.6620
1034.39
V
1 686 .18
0.1243
0.3420
42.501
7.6620
952.1 fa
V
1756.13
0.1137
0.3420
38.900
7.6620
871.51
V
1 800 .00
0.0792
0.3420
27.092
7.6620
606.97
V
1 800 .60
0.0792
0.3420
27.092
7.6620
606.97
V
1873.33
0.0349
0.3420
11 .947
7.6620
267.6b
V
1 911 .37
0.0053
0.3420
1 .805
7.6620
4 0.43
V
1 971.50
0.0004
0.3420
0.133
7.6620
2.99
V
2102.61
0.0000
0.3420
0.000
7.6620
0.00
w
0.00
0.0000
0.0000
0.000
0.0000
0.0G
h
129.47
0.0000
0.5080
0 .005
8.2470
0.0b
W
133.77
0.0129
0.5080
6 .546
8.2470
106.2b
w
165.67
0.0610
0.5080
31 .008
8.2470
503.40
w
203.72
0.1125
0.5080
57.155
8.2470
927.66
u
248.51
0.1381
0.5080
70 .176
8.2470
1139.25
w
295.14
0.1466
0.5080
74.471
8.2470
1206.9b
w
377.58
0.1524
0.4424
67.443
8.1690
1245.26
w
463.86
0.1731
0.3250
56.254
8.0292
1369.bb
w
54 9.17
0.1751
0.2085
36.497
7.6905
1381.4b
K
634.46
0.1837
0.0997
18.323
7.7626
142b.Ob
W
744.91
0.1853
0.1428
26.457
7.8525
1454.70
In
755.34
0.1436
0.1469
21 .092
7.8609
1126.83
W
779.27
0.1475
0.1562
23.046
7.8804
1162.55
W
867.68
0.1196
0.1986
23.747
7.9687
952.97
w
1149.89
0.1226
0.2150
26.350
8.0030
960.65
u
1449.69
0.1227
0.2150
26.391
8.0030
962.35
w
1491 .67
0.1228
0.2150
26.396
8.0030
962.5b
u
1783.74
0.1251
0.2150
26.904
8.0030
1001.45
u
1800.00
0.1046
0.2150
22.496
8.0030
637.37
w
1 800.60
0.1046
0.2150
22.496
6.0030
837.37
w
18B2.53
0.0628
0.2150
13.494
8.0030
502.27
y
1919.35
0.0263
0.2150
5.660
8.0030
210.67
u
1 964.75
0.0055
0.2150
1 .179
8.0030
43.66
u
2071.52
0.0000
0.2150
0.000
8.0030
0.00
XI
0.00
0.0000
0.0000
0.000
0.0000
0.00
X1
44.18
0.0002
0.5370
0.108
12.8300
2.57
XI
76.70
0.0043
0.5370
2.335
12.8300
55.79
XI
97.56
0.1088
0.5370
58.448
12.8300
1396.43
X1
130.08
0.2376
0.5370
127.614
12.8300
3046.97
XI
169.97
0.2756
0.5370
148.009
12.8300
3536.23
XI
263.46
0.2924
0.5609
163.978
9.4693
2766.42
XI
411.73
0.3247
0.6026
195.671
3.6044
1170.46
XI
463.66
0.3485
0.6150
214.335
1.6540
646.14
XI
542.42
0.3650
0.6150
224.449
1.6540
676.6 3
XI
599.49
0.2969
0.6150
182.580
1 .8540
550.41
X1
600.00
0.2355
0.6150
144.808
1 .8540
436.54
X1
600.60
0.2355
0.0000
0.000
0.0000
0.00
12
0.00
0.0000
0.0000
0.000
0.0000
0.0 0
X2
41 .11
0.0003
0.5760
0.199
4.6850
1.62
-------
SAS
40
16:15 FRIDAY, DECEMBER 13, 19b5
DEFIANCE RAINULATOR STUDY
TILLAGE=OLD KIDGES RESIDUE-NONE
REP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(UG/SEC)
CONC.(UG/ML)
LOAD (UG/SEC)
1
X2
U5.41
0.1630
0.5760
93.87
4.6850
763.53
1
X2
61 .97
0.5950
0.5760
342.74
4.6650
2767.72
1
X 2
96.79
1.2163
0.5760
700.59
4.6850
5696.37
1
X 2
235.62
1 .2114
0.5687
668.96
4.3463
5265.11
1
X2
371.23
1 .2212
0.5303
647.64
2.5541
3119.12
1
X2
525.2U
1.2163
0.5080
617.66
1.5130
1640.26
X 2
599.U9
1 .1655
0.50 60
592.09
1.5130
1763.46
1
X 2
600.00
1.0791
0.5060
548.19
1.5130
1632.70
1
X 2
600.60
1 .0791
0.0000
0.00
0.0000
0.00
1
X 3
0.00
0.0000
0.0000
0.00
0.0000
0.00
1
X3
2.45
0.0195
0.6050
11 .78
4.1970
61 .7b
1
X 3
3.07
0.7219
0.6050
436.74
4.1970
3029.72
1
X 3
15.95
1.7906
0.6050
1083.29
4.1970
7515.02
1
X 3
251.56
1.8942
0.6100
1155.49
3.6963
700b.1b
1
X3
326. 44
1.9364
0.6191
1196.78
2.8003
5422. 4*
1
X 3
U27.66
1.9336
0.6313
1220.80
1.5657
3066.47
1
X 3
539.97
1.9320
0.6340
1224.89
1.3180
2546.3b
1
X3
566.35
1.6429
0.6340
116e.38
1.3180
2426.91
1
X3
590.26
0.9896
0.6340
627.44
1.3160
130^.35
1
X 3
600.00
0.4563
0.6340
289.27
1.3160
601.36
1
X 3
600.60
0.4563
0.0000
0.00
0.0000
0 .00
1
X4
0.00
0.0000
0.0000
0.00
0.0000
0.00
1
XU
26.23
0.2896
0.5360
155.22
3.0740
690.20
1
xu
36.62
0.8280
0.5360
443.82
3.0740
2545.3fc
1
XU
58.29
1.6073
0.5360
661.53
3.0740
4940.92
1
xu
133.15
1.7889
0.5360
956.83
3.0740
5496.9b
1
XU
162.60
1 .8231
0.5360
977.16
3.0740
5604.11
1
XU
19U.51
2.3026
0.5360
1234.21
3.0740
707b.31
1
XU
279.19
2.4228
0.5617
1360.77
2.4974
6050.73
1
xu
387.80
2.4226
0.6019
1458.35
1.5924
3657.9b
1
xu
531 .36
2.4307
0.6250
1519.19
1 .0740
2610.56
1
XU
58U.76
2.3853
0.6250
1490.84
1 .0740
2561.66
1
XU
600.00
0.9532
0.6250
595.74
1.0740
1023.72
1
XU
600.60
0.9532
0.0000
0.00
0.0000
0.00
1
X5
0.00
0.0000
0.0000
0.00
0.0000
0.00
1
15
73.69
3.0279
0.66U0
2010.51
1.0740
3251.94
1
X5
373.69
3.0329
0.66U0
2013.83
1 .0740
3257. 31
1
X5
600.00
3.0379
0.6640
2017.13
1.0740
3262.65
2
D
0.00
0.0000
0.0000
0.00
0.0000
0.00
2
D
107.UU
0.0000
0.1560
0.00
1 .1710
0.03
2
D
19U.61
0.0015
0.1560
0.23
1 .1710
1 .71
2
D
307.57
0.0027
0.1560
0.42
1.1710
3.16
2
D
UU2.02
0.0029
0.1963
0.56
4.2325
12.4B
2
D
537.79
0.0033
0.2308
0.76
6.8499
22.6b
2
D
609.62
0.0190
0.2567
4.66
8.8130
167.61
2
D
712.14
0.0524
0.2613
13.70
8.5549
446.61
2
D
884.04
0.1067
0.2555
27.26
6.8491
731.09
2
D
1069.44
0.14 36
0.2401
34 .53
6.9628
1C04.39
2
D
1189.15
0.1630
0.2281
37.19
7.4892
1220.9b
-------
SAS
41
16:15 FRIDAY, DECEMBER 13, 19fc5
DEFIANCE RA1NULAT0R STUDY
TILLAG£=OLD RIDGES RESIDUl=NONE
REP
RUN
TIKE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/ML)
LOAD(UG/SEC)
2
D
129M.13
0.1618
0.2261
41 .1066
7.3802
1341.56
2
D
114 30 .it 2
0.1860
0.2307
43.3612
6.7815
1274.72
2
D
1569.78
0.1966
0.2405
47.2917
6.4541
1269.13
2
D
1777.90
0.1890
0.2745
51 .8819
7.0299
1328.73
2
D
1934.45
0.2023
0.2764
55.8991
6.6850
1392.50
2
D
2078.72
0.1924
0.2672
51 .4225
6.4659
1247.9b
2
D
2234.04
0.1688
0.2775
52.3632
6.4626
1219.62
2
D
2394.27
0.1985
0.2984
59.2244
6.6453
1319.11
2
D
2515.21
0.2001
0.3056
61 .1435
6.5749
1315.6b
2
D
2666.34
0.1 866
0.3108
56.6545
6.3493
1196.44
2
D
2878.65
0.1956
0.2639
51 .6908
6.7786
1327.5b
2
D
2998.96
0.1865
0.2250
42.4163
7.1701
1351.4*
2
D
3082.47
0.1877
0.2150
40.3578
7.2710
1 364.64
2
D
3241 .47
0.2066
0.2150
44 .4717
7.2710
1503.97
2
D
3401.71
0.1906
0.2150
40.9745
7.2710
1365.70
2
D
3477.22
0.2004
0.2150
43.0802
7.2710
145b.91
2
D
3587.72
0.1795
0.2150
38 .5678
7.2710
1304.9^
2
D
3600.00
0.1345
0.2150
28.9259
7.2710
97b.2 3
2
D
3600.60
0.1345
0.2150
26.9259
7.2710
97b.23
2
D
3736.29
0.0692
0.2150
19.1716
7.2710
64b.3b
2
D
3862.76
0.0430
0.2150
9.2401
7.2710
312.4V
2
D
4070.87
0.0060
0.2150
1 .2872
7.2710
4 3.53
2
b
4370.87
0.0001
0.2150
0.0139
7.271 0
0.4 7
2
D
4374.15
0.0000
0.2150
0.0000
7.2710
0.00
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.00
2
V
0.00
0.0000
0.3120
0.0103
7.9540
0.2 b
2
V
26.45
0.0113
0.3120
3.5278
7.9540
89.94
2
V
34.44
0.0266
0.3120
6.3671
7.9540
213.31
2
V
56.59
0.0620
0.3120
19.3578
7.9540
493.50
2
V
84.88
0.0955
0.3120
29.8067
7.9540
759.93
2
V
166.68
0.1341
0.3120
41 .8525
7.9540
1066.97
2
¥
233.73
0.1304
0.3120
40.6812
7.9540
1037.11
2
V
520.35
0.1293
0.1978
25.5731
6.9946
904.36
2
¥
620.35
0.1325
0.2342
31 .0277
3.4072
451.49
2
V
827.86
0.1326
0.2362
31 .5828
3.2871
435.84
2
V
961 .97
0.1475
0.2919
43.0739
2.2778
336.06
2
¥
1072.66
0.1469
0.2882
42.3289
4.4208
649.20
2
¥
1165.56
0.1350
0.2851
36.5044
6.2186
839.71
2
¥
1315.63
0.1402
0.2719
38.1171
7.3547
1031.16
2
¥
1435.57
0.1230
0.2563
31.5286
7.1968
665.63
2
¥
1526.60
0.1321
0.2444
32.3027
7.0604
935.67
2
¥
1622.55
0.1293
0.2440
31 .5476
7.0760
914.66
2
¥
1727.11
0.1471
0.2440
35.6862
7.0760
1040.76
2
¥
1799.08
0.1134
0.2440
27.6638
7.0760
602.25
2
¥
1800.00
0.0143
0.2440
3.4633
7.0760
101.02
2
¥
1800.60
0.0143
0.2440
3.4833
7.0760
101 .02
2
¥
2100.60
0.0084
0.2440
2.0461
7.0760
59.34
2
¥
2146.59
0.0075
0.2440
1.8258
7.0760
52.95
2
¥
2278.83
0.0000
0.2440
0.0000
7,0760
0.00
-------
SAS
42
16:15 FRIDAY t DLCEKBLR 13, 19b!>
DEFIANCE RAIKULATOR STUD!
TILLAGE=OLD RIDGES RESIDUE=NOKE
REP
RUN
TIflE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ttL)
(UG/SEC)
CCHC.(UG/ttL)
LOAL(UG/SEC)
2
W
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
y
193.38
0.0676
0.3220
21.756
8.9800
606.73
2
w
245.57
0.1014
0.3220
32.644
8.9600
910.38
2
u
256.62
0.1108
0.3220
35.676
8.9600
994.95
2
u
2644.66
0.1200
0.3220
38.626
6.9600
1077.21
2
w
348.09
0.1266
0.3209
40.693
8.9623
1136.66
2
w
436.34
0.1568
0.3151
49.398
8.8738
1390.99
2
w
569.10
0.1 592
0.3069
48.837
6.7457
1391.91
2
w
706 .46
0.1601
0.3004
48.097
8.1117
1296.64
2
w
863.76
0.1539
0.2952
45.430
6.9747
1073.3b
2
w
1062.69
0.153U
0.2713
41.626
7.1609
1101.66
2
w
1362 .69
0.1594
0.2528
40.301
8.0953
1290.31
2
u
1423.67
0.1606
0.2569
41.261
8.1153
1303.31
2
w
1723.67
0.1652
0.2640
43.614
6.1500
1346.4^:
2
w
1800.00
0.1665
0.2640
43.946
8.1500
1356.65
2
k
1800.60
0.1665
0.2640
43.946
8.1500
1356.65
2
w
1813.51
0.0758
0.2640
20.005
8.1500
617.Lb
2
V
1866.92
0.0428
0.2640
11.311
8.1500
349. U
2
fa
2029.60
0.0000
0.2640
0.000
8.1500
0.00
2
XI
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
XI
52.68
0.0000
0.3030
0.009
3.9530
0.11
2
XI
123.13
0.1425
0.3030
43.173
3.9530
563.24
2
XI
162.95
0.2924
0.3030
88.596
3.9530
1155.B4
2
XI
267.71
0.3613
0.2349
84.882
3.8590
1394.17
2
XI
420.25
0.3605
0.0551
19.857
3.6105
1301.60
2
XI
590.56
0.3532
0.0200
7.064
3.5620
1258.19
2
XI
600.00
0.3022
0.0200
6.044
3.5620
1076.43
2
XI
600.60
0.3022
0.0000
0.000
0.0000
0.00
2
X2
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
X2
32.47
0.0135
0.1560
2.102
1.6540
24.9b
2
X 2
66.77
0.1777
0.1560
27.721
1.8540
329.46
2
X2
81 .46
0.5272
0.1560
82.238
1.8540
977.37
2
12
118.65
0.8976
0.1560
140.033
1.6540
1664.24
2
12
154.99
0.9374
0.1560
146.240
1 .8540
1738.01
2
12
264.65
1.0048
0.1494
150.114
1.7875
1796.10
2
12
391.46
1.0306
0.1341
138.174
1 .6332
1683.16
2
X2
517.04
1.0475
0.1270
133.034
1 .5620
1636.22
2
X2
597.29
1 .0119
0.1270
128.506
1.5620
1580.53
2
X2
600.00
0.8880
0.1270
112.774
1 .5620
1367.03
2
X2
600.60
0.6880
0.0000
0.000
0.0000
0.00
2
X3
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
13
43.50
0.0130
0.0680
0.884
0.9760
12. 69
2
X3
64.32
0.2879
0.0680
19.577
0.9760
280.99
2
X3
75.35
0.7581
0.0680
51.554
0.5760
739.95
2
X3
96.18
1.2974
0.0680
88.226
0.9760
1266.30
2
X3
164.16
1 .3422
0.0680
91.267
0.9760
1309.94
2
23
293.44
1.3326
0.0478
63.744
0.9590
1277.86
2
X3
400.65
1.3318
0.0219
29.203
0.5371
1248.02
2
X3
567.28
1.3237
0.0100
13.237
0.9270
1227.10
-------
SAS
43
16:15 FRIDAY, DECEMBER 13, 1965
DEFIANCE RAINULATOR STUDY
TILLAGE-OLD RIDGES RESIDUE=NONE
REP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
CONC.(UG/ML)
LOAD(UG/SEC)
2
X3
597.91
1.3127
0.0100
13.127
0.9270
1216.92
2
X 3
600.00
0.6012
0.0100
6.012
0.9270
557.31
2
xu
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
X4
38.55
0.0374
0.0680
2.542
0.4660
16.24
2
X4
50.65
0.7322
0.0660
49.769
0.4660
357.31
2
X4
5U.52
1 .9730
0.0680
134.166
0.4880
962.64
2
X4
72.29
2.4447
0.0660
166.236
0.4860
1193.00
2
X4
116.85
2.5564
0.0660
173.974
0.4660
124b.52
2
XU
166.02
2.5534
0.0660
173.628
0.4680
1246.OU
2
X4
275.06
2.5534
C .0707
180.550
0.4219
1077.14
2
XU
397.58
2.5605
0.0758
194.125
0.2973
761.20
2
xu
528.68
2.5615
0.0760
199.797
0.2440
625.00
2
xu
600.00
2.5239
0.0760
196.867
0.2440
615.64
2
X 5
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
X5
U3.50
0.0383
0.0680
2.602
0.3420
13. oy
2
X5
53.91
2.7956
0.0660
190.113
0.3420
956.16
2
X5
353.91
2.7924
0.0506
141.326
0.1369
382.36
2
X5
600.00
2.7894
0.0390
108.787
0.0000
0.00
2
X5
600.60
2.7894
0.0000
0.000
0.0000
0.00
3
D
0.00
0.0000
0.0000
0.000
0.0000
0.00
3
D
173.UU
0.0000
0.2240
0.004
5.7100
0.11
3
D
250.05
0.0027
0.2240
0.60U
5.7100
1 5.41
3
D
333.UO
0.0436
0.2238
9.760
5.6967
248.45
3
D
458.43
0.1166
0.2159
25.176
5.2063
607.42
3
D
620.22
0.1131
0.2056
23.257
4.5762
517.60.
3
D
733.61
0.1240
0.2015
24.997
4.3864
544.03
3
D
787.54
0.1585
0.1997
31.670
4.3075
682.94
3
D
916.2U
0.1727
0.1955
33.762
4.1191
711.50
3
D
1094.59
0.1785
0.1895
33.830
4.0721
72b.91
3
D
1206.74
0.1859
0.1658
34.538
4.0536
753.66
3
D
1448.63
0.1798
0.1850
33.258
4.0150
721.60
3
D
1510.73
0.1786
0.1850
33.071
4.0051
715.95
3
D
1572.01
0.1765
0.1864
32.896
3.9678
700.26
3
D
1609.19
0.1882
0.1943
36.577
3.7749
710.60
3
D
1850.87
0.1656
0.1662
30.824
3.7716
624.46
3
D
2097.24
0.1465
0.0819
11.996
3.9317
576.14
3
D
2172.01
0.1383
0.0777
10.742
3.9666
546.65
3
D
2417.77
0.1415
0.1342
16.986
4.0460
572.47
3
D
2540.35
0.1463
0.1513
22.142
4.0660
595.17
3
D
2658.63
0.1500
0.1667
25.012
4.0873
613.20
3
D
2903.76
0.1406
0.1134
15.973
3.9660
561.26
3
D
3019.61
0.1438
0.0717
10.314
3.9108
562.26
3
D
3244.54
0.1493
0.0680
10.154
3.9040
562.96
3
D
3489.68
0.1426
0.0680
9.699
3.9040
556.62
3
D
3600.00
0.1234
0.0680
6.390
3.9040
461.69
3
D
3600.60
0.1234
0.0680
6.390
3.9040
481.69
3
D
3872.73
0.0459
0.0660
3.121
3.9040
179.21
3
D
4172.73
0.0279
0.0660
1 .696
3.9040
106.66
3
D
4245.97
0.0235
0.0660
1.597
3.9040
91.69
-------
SAS
4«
16:15 FRIDAY, DECEMBER 13, 19bf>
DEFIANCE RAINULATOR STUDY
TILLAGE=OLD RIDGES RESIDUE=KONE
; EP
RUN
TlflE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
COHC.(UG/ML)
LOAD (UG/SEC)
3
D
14 545 • 97
0.0109
0.0680
0.7446
3.9040
42.746
3
D
4807.97
0.0000
0.0680
0.0000
3.9040
0.000
3
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
V
56.38
0.0095
0.1850
1.7573
3.4650
32.913
3
V
126.25
0.0679
0.1850
12.5647
3.4650
235.333
3
V
182.64
0.1152
0.1850
21.3066
3.4650
399. 0t>6
3
V
225.54
0.1352
0.1850
25.0081
3.4650
468.395
3
V
305 .62
0.1404
0.1850
25.9650
3.4650
486.31b
3
V
375.06
0.1 383
0.1821
25.1938
3.6190
500.570
3
V
465.17
0.1543
0.1764
27.2175
3.9268
605.751
3
V
614.10
0.1 531
0.1670
25.5651
4.4357
679.001
3
V
726.86
0.1597
0.1660
26.5184
4.4425
709.692
3
V
917.47
0.1571
0.1660
26.0807
4.3491
663.306
3
V
1046.76
0.166e
0.1621
27.0387
4.2671
711.731
3
V
1138.10
0.1685
0.1591
26.8049
4.2077
709.074
3
V
1217.77
0.1685
0.1564
26.3573
4.1559
700.347
3
V
1294.99
0.1678
0.1413
23.7017
4.1268
692.381
3
V
1454.95
0.1648
0.1050
17.3097
4.0745
671 .634
3
V
1635.14
0.1634
0.0880
14.3771
4.0500
661.67b
3
V
1746.07
0.1634
0.0880
14.3771
4.0500
661 .675
3
V
1800.00
0.1622
0.0880
14.2704
4.0500
656.761
3
V
1800.60
0.1622
0.1760
28.5407
4.0000
648.800
3
V
1860.06
0.1196
0.1760
21 .0427
4.0000
478.400
3
V
2004.70
0.0445
0.1760
7.8407
4.0000
178.000
3
V
2239.43
0.0265
0.1760
4.6610
4.0000
106.000
3
V
2539.43
0.0205
0.1760
3.6001
4.0000
82.000
3
V
2560.80
0.0196
0.1760
3.4538
4.0000
78.400
3
V
2880.80
0.0026
0.1760
0.4562
4.0000
10.400
3
V
2926.46
0.0000
0.1760
0.0000
4.0000
0.000
3
w
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
u
63.74
0.0053
0.1850
0.9837
3.6110
19.200
3
w
149.54
0.0782
0.1850
14.4650
3.6110
282.340
3
V
189.99
0.1200
0.1850
22.1969
3.6110
433.25b
3
H
231.05
0.1401
0.1850
25.9231
3.6110
505.990
3
u
277.63
0.1505
0.1850
27.8411
3.6110
543.4 28
3
H
288.05
0.1270
0.1850
23.5031
3.6110
458.756
3
H
319.92
0.1442
0.1850
26.6828
3.6110
520.819
3
W
397.75
0.1514
0.1850
28.0146
3.6442
551.842
3
U
574.26
0.1629
0.1850
30.1348
3.7307
607.694
3
u
676.61
0.1479
0.1866
27.5963
3.8565
570.480
3
u
846.99
0.1636
0.1922
31.4531
4.2166
669.913
3
V
1032.69
0.1 614
0.1416
22.8600
2.8887
466.339
3
V
1176.71
0.1500
0.0667
10.0082
0.7802
117.042
3
N
1342.19
0.1597
0.0390
6.2302
1.5145
241 .942
3
U
1614.91
0.1526
0.0390
5.9516
4.0500
618.055
3
H
1683.55
0.1600
0.0390
6.2396
4.0500
647.959
3
V
1743.62
0.1547
0.0390
6.0346
4.0500
626.671
3
V
1777.32
0.11 83
0.0390
4.6137
4.0500
479.111
3
U
1800.00
0.0741
0.0390
2.6687
4.0500
299.980
-------
SAS
45
16:15 FRIDAY, DECEMBER 13, 1985
DEFIANCE RAINULATOR STUDY
TILLAGE=OLD RIDGES RESIDUE=NONE
REP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAI. P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(OG/SEC)
CONC.(UG/ML)
LOAD(UG/SEC)
3
fa-
1800.60
0.0741
0.0390
2.8687
4.0500
299.96
3
it
2076.66
0.0256
0.0390
1.0000
4.0500
103.64
3
ki
2378.86
0.0175
0.0390
0.6613
4.0500
70.75
3
W
2445.35
0.0157
0.0390
0.6107
4.0500
6 3.42
3
ii
2672.11
0.0000
0.0390
0.0000
4.0500
0.00
3
X1
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
X1
46.36
0.0000
0.1850
0.0029
3.0260
0.0b
3
XI
79.61
0.0166
0.1850
3.1126
3.0260
50.91
3
XI
106.55
0.1109
0.1850
20.5086
3.0260
335.45
3
XI
1 37.17
0.2756
0.1650
51 .0220
3.0260
634.55
3
X1
165.33
0 . 3084
0.1850
57.0483
3.0260
933.13
3
X1
298.21
0.3181
0.1617
57.7686
2.7029
659.69
3
XI
410.89
0.3112
0.1775
55.2321
2.2903
712.7b
3
X1
565.41
0.3145
0.1760
55.3436
2.1470
675.13
3
XI
600.00
0.2795
0.1760
49.1943
2.1470
600.12
3
X 2
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
X 2
52.66
0.0125
0.0000
0.0000
0.6300
10.40
3
X 2
64.91
0.1652
0.0000
0.000G
0.8300
137.12
3
X 2
82.05
0.6165
0.0000
0.0000
0.8300
511.74
3
X 2
100.43
0.6601
0.0000
0.0000
0.8300
713.67
3
X2
150.03
0.6833
0.0000
0.0000
0.8300
733.17
3
X2
278.01
0.9006
0.0026
2.5526
0.7470
672.90
3
X 2
398.64
0.9069
0.0079
7.1282
0.5997
543.B7
3
X 2
570.10
0.9222
0.0100
9.2217
0.5370
495.20
3
X 2
600.00
0.8744
0.0100
6.7436
0.5370
469.53
3
X 3
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
X 3
40.42
0.0290
0.0590
1.7094
0.9760
26.2b
3
X 3
42.66
0.2106
0.0590
12.4386
0.9760
205.76
3
X 3
60.01
0.7038
0.0590
41.5229
0.9760
666.69
3
X 3
66.58
1 .1132
0.0590
65.6783
0.9760
1086.47
3
X3
80.22
1.2122
0.0590
71.5211
0.9760
1163.13
3
X3
137.78
1.2640
0.0590
74.5773
0.9760
1233.69
3
X3
266.37
1.2726
0.0498
63.4279
0.8644
1125.52
3
X3
375.98
1.2965
0.0320
41.5238
0.7063
915.68
3
X3
552.95
1 .3162
0.0200
26.3233
0.5660
771.27
3
X3
600.00
1 .2663
0.0200
25.3666
0.5660
74 3. 24
3
X4
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
xu
39.19
0.0922
0.0000
0.0000
0.3420
31 .55
3
X4
42.66
0.3366
0.0000
0.0000
0.3420
115.b1
3
X4
46.99
1 .1166
0.0000
0.0000
0.3420
361.6b
3
X4
50.62
2.0615
0.0000
0.0000
0.3420
705.05
3
X4
63.26
2.4701
0.0000
0.0000
0.3420
644.76
3
X4
261.47
2.5102
0.0021
5.3637
0.3105
779.35
3
X4
373.53
2.5142
0.0066
17.1317
0.2416
606.03
3
X4
510.09
2.5021
0.0100
25.0215
0.1950
487.92
3
X4
575.00
2.4243
0.0100
24.2429
0.1950
472.74
3
X4
593.96
2.3331
0.0100
23.3306
0.1950
454.95
3
X4
600.00
0.7567
0.0100
7.5675
0.1950
147.57
3
X5
0.00
0.0000
0.0000
0.0000
0.0000
0.00
-------
SAS
Ut
16:15 FRIDAY, DECEMBER 13, 198b
DEFIANCE BAIKULATOh STUDY
TILLAGE=OLD RIDGES RLSIDUE=fcONE
REP
RUM
TIRE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL F
TOTAL P
(SEC)
(KG/SEC)
(UG/BL)
(UG/SEC)
CONC.(UG/BL)
LOAD(UG/SEC)
3
X5
36.13
0.0409
0
0
0.3U2
13.980
3
X5
52 .66
0.9146
0
0
0.342
312.070
3
X5
56.79
2.4 531
0
0
0.342
838.959
3
X5
66.75
2.7567
0
0
0.342
942.806
3
X5
366.75
2.7626
0
0
0.211
591 .162
3
X5
600.00
2.7673
0
0
0.146
40*4.027
3
xs
600.60
2.7673
0
0
0.000
0.000
TILLAGE =OLD KIDGES
RESIDUE=ftIDG
REP
UK
TIKE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
CONC. (UG/KL)
LOAD(UG/SEC)
V
o.co
0.0000
0.0000
0.0000
0.0000
0.000
V
82. 74
0.0114
0.6050
6.9241
2.0010
22.901
V
1 81 .41
C .0251
0.6050
15.1976
2.0010
50.265
V
308.27
0.0456
0.6050
27.5995
2.0010
91.26U
V
419.20
0.0651
0.6225
40.5545
2.0156
131.301
V
598.16
0.0859
0.6577
56.4839
2.0446
175.599
V
751.99
0.0997
0.5607
55.8996
1 .9703
196.427
V
900.31
0.1 068
0.4351
46.4542
1.8734
199.99b
V
1036.20
0.11 34
0.4100
46.5009
1 .8540
210.27b
V
1200.00
0.1198
0.4100
49.1335
1 .8540
222.179
V
1372.83
0.1260
0.4100
51.6528
1 .8540
233.571
V
1491 .73
0.1302
0.4100
53.3688
1 .8540
241.331
V
1630.23
0.1304
0.4100
53.4650
1 .8540
241.766
V
1798.16
0.1323
0.4100
54.2378
1 .8540
245.261
V
1800.00
0.1070
0.4100
43.8570
1 .8540
198.319
V
1600.60
0.1070
0.4100
43.8570
1.8540
196.319
V
1923.60
0.1087
0.4100
44 .5542
1 .8540
201 .472
V
2058.63
0.0838
0.4100
34.3456
1 .85-40
155.309
V
2129.11
0.0737
0.4100
30.2336
1.8540
136.715
V
2429.11
0.0466
0.4100
19.1043
1 .8540
86.389
V
2466.60
0.0432
0.4100
17.7060
1 .8540
60.066
V
2766.80
0.0319
0.4100
13.0738
1 .6540
59.119
V
2826.56
0.0296
0.4100
12.1512
1 .8540
54.947
V
3126.56
0.0236
0.4100
9.6672
1 .8540
43.714
V
3151 .38
0.0231
0.4100
9.4616
1 .8540
42.785
V
3451.38
0.0181
0.4100
7.4266
1.8540
33.563
V
3517.88
0.0170
0.4100
6.9755
1 .8540
31 .543
V
3817.68
0.0123
0.4100
5.0625
1 .8540
22.892
V
3827.99
0.0122
0.4100
4.9980
1 .8540
22.601
V
3967.72
0.0121
0.4100
4.9418
1 .8540
22.346
¥
4015.53
0.0000
0.4100
0.0000
1 .8540
0.000
w
0.00
0.0000
0.0000
0.0000
0.0000
0.000
w
71 .71
0.0000
1.0930
0.0000
1 .8540
0.000
w
117.67
0.0012
1. G9 30
1 .3320
1 .8540
2.25^
w
223.70
0.0015
1.0930
1.6751
1 .8540
2.841
-------
SAS
47
16:15 FRIDA1, DECEMBER 13, 1985
DEFIANCE RAIKULATOR STUDY
TILLAGE-OLD RIDGES
RESIDUE=RIDG
RUN
TIKE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC • (UG/
V
308.27
0.0100
1 .0930
10.679
1 .8540
W
413.07
0.0293
0.9634
28.259
1 .9083
k
587.13
0.0569
0.6919
39.357
2.0220
V
739.12
0.0763
0.6141
46.885
2.0675
w
891.73
0.0867
0.5988
51.914
2.0919
w
1062.10
0.0993
0.5950
59.075
2.0960
w
1192.65
0.1095
0.5950
65.167
2.0980
k
1359.35
0.1189
0.5950
70.770
2.0980
W
1497.85
0.1 210
0.5950
71.973
2.0960
w
1633.91
0.1219
0.5950
72.512
2.0960
w
1787.74
0.1237
0.5950
73.594
2.0960
u
1800.00
0.0942
0.5950
56.043
2.0980
u
1800.60
0.0942
0.5950
56.043
2.0980
w
1912.16
0.1047
0.5950
62.269
2.0980
w
2081 .31
0.0770
0.5950
45.797
2.0980
w
2381 .31
0.0465
0.5950
27.686
2.0960
u
2397.55
0.0449
0.5950
26.705
2.0960
V
2672.73
0.0329
0.5950
19.555
2.0980
w
2911.75
0.C240
0.5950
14.278
2.098C
u
3158.12
0.0177
0.5950
10.505
2.0980
w
3456.12
0.0132
0.5950
7.846
2.0980
w
3468.85
0.0130
0.5950
7.751
2.0960
u
3734.22
0.0109
0.5950
6.495
2.0980
u
3652.50
0.0103
0.5950
6.111
2.0980
w
3910.11
0.0000
0.5950
0.000
2.0980
XI
0.00
0.0000
0.0000
0.000
0.0000
X1
39.21
0.0125
0.5660
7.068
2.6840
X1
120.69
0.0178
0.5660
10.102
2.6840
X1
187.47
0.0223
0.5660
12.622
2.6640
X1
286.11
0.0374
0.5660
21 .182
2.6640
X1
417.22
0.0972
0.5660
55.043
2.6840
X1
496.87
0.1563
0.5660
66.475
2.6640
X1
573.45
0.1777
0.5660
100.574
2.6840
Xt
600.00
0.1482
0.5660
83.661
2.6640
XI
600.60
0.1482
0.5660
63.661
2.6640
X 2
0.00
0.0000
0.0000
0.000
0.0000
X 2
28.13
0.0 362
0.5860
21.231
2.5660
X 2
90.50
0.0522
0.5860
30.610
2.5660
X 2
221.35
0.0608
0.5638
34.264
2.4637
X2
2 52.54
0.1838
0.5029
92.420
2.1277
X2
310.62
0.3712
0.3894
144.545
1.5016
X 2
369.32
0.5059
0.2747
138.953
0.6693
X 2
443.92
0.6332
0.1289
81 .598
0.0655
X2
473.27
0.5953
0.1170
70.118
0.2000
X 2
562.55
0.5941
0.1170
69.510
0.2000
X 2
600.00
0.5771
0.1170
67.521
0.2000
X 3
0.00
0.0000
0.0000
0.000
0.0000
>3
141 .25
0.0936
0.2830
26.490
0.7810
X 3
202.39
0.1829
0.2630
51.771
0.7610
TOTAL P
LOAD(UG/SEC)
16.454
55.97U
115.020
157.84 9
i ei.349
200.303
229.762
249.539
253.762
255.679
259.497
197.612
197.612
219.563
161 .481
97.621
94.164
66.952
50.344
37.042
27.666
27.331
22.901
21 .546
0.000
0.000
33.51t
47.903
59.855
100.445
261 .017
419.551
476.929
397.674
397.674
0.000
93.693
135.079
149.722
391.02b
557.512
439.766
41.455
119.900
116.600
115.400
0.000
73.104
142.875
-------
SAS
14 e
16:15 FRIDAY, DECEflBER 13, 1965
DEFIANCE RAINULATOR STULi
TILLAGE=OLD BIDGES RES1DUE=RIDG
REP
RUN
TIRE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC.(OG/HL)
LOAD(UG/S
1
X3
306.96
0.4603
0.2515
115.754
0.6428
295.88
1
X3
341 .20
0.5233
0.2404
125.771
0.5940
310.64
1
X3
421.30
0.5434
0.2143
116.460
0.4799
260.76
1
X 3
196.51
0.5374
0.2050
110.176
0.4390
235.94
1
X 3
558.27
0.5160
0.2050
105.760
0.4390
226.52
1
X 3
600.00
0.4960
0.2050
101 .670
0.4390
217.72
1
X3
600.60
0.4960
0.0000
0.000
0.0000
0.00
1
X 4
0.00
0.0000
0.0000
0.000
0.0000
0.00
1
xu
96.00
0.1071
0.2730
29.239
0.5860
62.76
1
X4
166.50
0.5252
0.2730
143.380
0.5660
307.77
1
xu
222.57
0.8911
0.2725
242.857
0.5681
506.23
1
xu
329.56
0.9592
0.2685
257.547
0.4156
398.62
1
X4
432.31
1.0666
0.2647
282.344
0.2692
287.20
1
X4
446.98
1 .2240
0.2641
323.263
0.2483
303.91
1
xu
459.62
1 .3371
0.2640
353.000
0.2440
326.26
1
X4
590 .66
1.3546
0.2640
357.621
0.2440
330.53
1
X4
600.00
1.2696
0.2640
335.235
0.2440
309.64
1
X4
600.60
1.2696
0.0000
0.000
0.0000
0.00
1
X 5
0.00
0.0000
0.0000
0.000
0.0000
0.00
1
X 5
77.66
0.3512
0.2730
95.684
0.3900
136.9b
1
X5
117.40
1 .4152
0.2730
386.349
0.3900
551.93
1
X 5
147.36
3.3130
0.2730
904.437
0.3900
1292.0b
1
X 5
447.36
3.3041
0.2641
672.612
0.3425
11 31 .75
1
X 5
492.64
3.3026
0 .2640
871 .932
0.3420
1129.55
1
X 5
591.90
2.8568
0.2640
754.168
0.3420
977.02
1
X5
600.00
1.0326
0.2640
272.597
0.3420
353.14
2
D
0.00
0.0000
0.0000
0.000
0.0000
0.00
2
D
52.72
0.0000
0.1850
0.000
4.0000
0.00
2
D
201.67
0.0030
0.16 50
0.546
4.0000
12.00
2
D
501.67
0.0040
0.1798
0.721
2.7644
11 .09
2
D
663.65
0.0046
0.1837
0.842
4.5832
21 .00
2
D
731.89
0.0066
0.1991
1 .361
4.0652
27.92
2
D
691 .86
0.0165
0.2354
3.883
2.9141
48.07
2
D
1072.09
0.0269
0.2487
6.693
1.3870
37.32
2
D
1191.62
0.0369
0.2527
9.321
0.3371
12.43
2
D
1426.23
0.0492
0.2606
12.831
1.3546
66.69
2
D
1487.08
0.0499
0.2626
13.095
1.7567
87.61
2
0
1609.06
0.0543
0.2690
14.612
1.9657
107.86
2
D
1791 .11
0.0600
0.2805
16.843
1.8376
110.33
2
D
2066.95
0.0704
0.2909
20.486
1 .8439
129.67
2
D
2366.95
0.0792
0.1232
9.757
1.7774
140.76
2
D
2362.02
0.0796
0.1124
8.951
1.7725
141.17
2
D
2490.52
0.0817
0.1155
9.439
1.7766
145.16
2
D
2678.09
0.0796
0.2318
18.463
1.€ 37 2
146.33
2
D
2875.46
0.0795
0.2543
20.214
1 .8540
147.37
2
D
2982.12
0.0827
0.2472
20.435
1.8540
153.27
2
D
3223.63
0.0844
0.2440
20.604
1.8540
156.55
2
D
3266.54
0.0801
0.2440
19.549
1 . 6 54 C
148.54
2
D
3412.43
0.0862
0.2440
21.040
1 .6540
159.67
-------
SAS
49
16:15 FRIDAY, DfcCEIIBER 13, 1965
DEFIANCE RAINULATOR STUDY
TILLAGE-OLD RIDGES RESIDUEsRIDG
REP
RUN
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
CONC.(UG/KL)
LOAD(UG/SEC)
2
D
3582.22
0.0667
0.2440
21.1599
1.8540
160.781
2
D
3600.00
0.0669
0.2440
16.6224
1.8540
127.823
2
D
3600.60
0.0689
0.2440
16.8224
1.8540
127.823
2
D
3900.60
0.0404
0.2440
9.8629
1.8540
74.942
2
D
3918.75
0.0387
0.2440
9.4419
1.8540
71.743
2
D
4 218.75
0.0222
0.2440
5.4171
1.8540
41 .161
2
D
4 319.63
0.0167
0.2440
4.0637
1 .8540
30.877
2
D
4 619.63
0.0022
0.2440
0.5311
1.8540
4.036
2
D
4664 .74
0.0000
0 .2440
0.0000
1.8540
0.000
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
V
72.29
0.0085
0.1660
1.4167
2.3420
19.966
2
V
326.52
0.0386
0.1660
6.3998
2.3420
90.291
2
V
467.42
0.0495
0.1706
6.4369
2.0951
103.648
2
V
b34.05
0.0644
0.1748
11.2620
1 .8926
121.931
2
V
737.56
0.0716
0.1444
10.3696
4.1838
300.356
2
V
931.76
0.0806
0.0877
7.0800
8.4015
678.631
2
V
1159.06
0.0986
0.0430
4.2342
3.2256
317.979
2
V
1236.25
0.0976
0.0288
2.6111
1.6100
157.061
2
V
1348.97
0.0990
0.0254
2.51 73
1.6100
159.369
2
V
1464.75
0.0972
0.0220
2.1334
1 .6100
156.430
2
V
1634.44
0.0956
0.0200
1 .9111
1.6100
153.842
2
V
1600.00
0.1004
0.0200
2.0084
1.6100
161.674
2
¥
1800.60
0.1004
0.0200
2.0064
1.6100
161.674
2
V
1903.99
0.0841
0.0200
1.6829
1.6100
135.471
2
V
2059.59
0.0599
0.0200
1.1979
1.6100
96.430
2
V
2359.59
0.0160
0.0200
0.3206
1.6100
25.827
2
V
2402.65
0.0097
0.0200
0.1949
1.6100
15.693
2
V
2 702.6*5
0.0006
0.0200
0.0158
1 .6100
1 .274
2
V
2704.67
0.0007
0.0200
0.0146
1.6100
1 .1 77
2
V
3004.67
0.0004
0.0200
0.0071
1.6100
0.570
2
V
3286.65
0.0000
0.0200
0.0000
1.6100
0.000
2
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
2
H
163.66
0.0049
0.2930
1.4355
3.4650
16.976
2
w
300.36
0.0136
0.2930
3.9721
3.4650
46.974
2
w
594.59
0.0481
0.2842
13.6668
2.5178
121.086
2
N
723.31
0.0630
0.2830
17.8275
2.2694
142.959
2
W
672.86
0.0757
0.2830
21.4361
2.0745
157.131
2
W
1080.06
0.0885
0.2735
24.2129
2.0000
177.062
2
U
1200.20
0.0875
0.2659
23.2762
2.0000
175.063
2
V
1446.62
0.0880
0.1723
15.1664
1.5422
135.770
2
w
1509.14
0.0864
0.1458
12.5987
1.4101
121.822
2
fa
1658.71
0.0895
0.1370
12.2650
1.3660
122.292
2
w
1800.00
0.0937
0.1370
12.8398
1.3660
128.023
2
w
1 800.60
0.0937
0.1370
12.8398
1.3660
126.023
2
V
1986.65
0.0675
0.1370
9.2436
1.3660
92.166
2
V
2286.65
0.0386
0.1370
5.2822
1 .3660
52.668
2
V
2312.14
0.0361
0.1370
4.9456
1.3660
49.312
2
u
2612.14
0.0230
0.1370
3.1560
1.3660
31.46b
2
w
2620.47
0.0227
0.1370
3.1063
1.3660
30.973
-------
EP
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
SAS
50
16:15 FRIDAY, DECEHBEh 13, 1985
DEFIANCE RAIliULATOR STUDT
TILLAGE-OLD RIDGES RESIDUE=hlDG
R UK
TIME
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/KL)
(UG/SEC)
CONC. (UG/BL)
LOAD(UG/SEC)
V
2661.59
0.0160
0.1370
2.165
1.3660
21 .79
V
3076.52
0.0120
0.1370
1 .646
1 .3660
16.41
w
3376.52
0.0007
0.1370
0.094
1.3660
0. 94
V
3 394.65
0.0000
0.1370
0.000
1 .3660
0.00
XI
0.00
0.0000
0.0000
0.000
0.0000
0. 00
XI
137.1U
0.0091
0.1560
1 .422
2.4400
22.24
XI
296.94
0.0276
0.1067
2.946
1 .9274
53.20
XI
407.14
0.1252
0.0443
5.544
1 .2777
159.96
XI
491.63
0.1966
0.0200
3.973
1.0250
203.61
XI
595.10
0.2237
0.0200
4.475
1.0250
229.32
XI
600.00
0.1943
0.0200
3.666
1.0250
199.1 J
X1
600.60
0.1943
0.0000
0.000
0.0000
0.00
X 2
0.00
0.0000
0.0000
0.000
0.0000
0.00
X 2
116.33
0.0565
0.1850
10.449
1.0250
57.90
X 2
1 75.10
0.1277
0.1650
23.632
1 .0250
130.94
X 2
221 .02
0.3900
0.1774
69.201
0.9961
389.29
X 2
293.68
0.5462
0.1273
69.600
0.8202
449.60
X 2
389.39
0.6075
0.0617
37.464
0.5670
356.59
X 2
4 76.78
0.5831
0.0200
11.661
0.4390
255.96
X 2
587.76
0.5851
0.0200
11.702
0.4390
256.67
X 2
600.00
0.5562
0.0200
11.123
0.4390
244 .1 5
X2
600.60
0.5562
0.0000
0.000
0.0000
0.00
X 3
0.00
0.0000
0.0000
0.000
0.0000
0.00
X3
137.76
0.0171
0.1370
2.346
1.5620
26.77
X 3
210.00
0.5774
0.1370
79.107
1 .5620
901.93
X3
266.33
0.6329
0.1163
96.900
1 .2669
1071.63
X3
287.76
1 .0771
0.1065
116.649
1 .1623
1273.40
X3
451 .84
1 .1214
0.0490
54.950
0.3900
437.36
X 3
600.00
1.1520
0.0490
56.449
0.3900
449.29
X 3
600.60
1.1520
0.0000
0.000
0.0000
0.00
X4
0.00
0.0000
0.0000
0.000
0.0000
0.00
X4
61 .64
0.2446
0.0490
11.995
0.2440
59.73
X4
153.67
1.9069
0.0490
93.536
0.2440
465.77
X4
160.61
2.3522
0.0490
115.259
0.2440
573.94
X4
333.06
2.3629
0.0439
103.665
0.5942
1404.05
X4
501 .43
2.3907
0.0390
93.236
0.9270
2216.20
X4
585.92
2.4265
0.0390
94.710
0.9270
2251 .1 9
X4
600.00
0.5841
0.0390
22.779
0.9270
541.45
X4
600.60
0.5641
0.0000
0.000
0.0000
0.00
X5
0.00
0.0000
0.0000
0.000
0.0000
0.00
X 5
57.55
1.1156
0.0490
54.667
0.1460
162.66
X5
60.62
2.1059
0.0490
103.188
0.1460
307.46
X 5
144.49
3.1547
0.0490
154.581
0.1460
460.59
X 5
444.49
3.1744
0.0392
124.530
0.0991
314.59
X 5
600.00
3.1656
0.0390
124.247
0.0960
312.21
X5
600.60
3.1656
0.0000
0.000
0.0000
0.00
D
0.00
0.0000
0.0000
0.000
0.0000
0.00
D
101.05
0.0000
0.1650
0.005
3.0260
0.0b
D
401 .05
0.0054
0.1874
1 .014
2.6793
14.50
-------
SAS
51
16:15 FRIDAY, DECEMBER 13, 19b5
DEFIANCE RAINULATOR STUDY
TILLAGE=OLD RIDGES RESIDUE=R1DG
REP
ft UK
T1HE
DISCHARGE
DIP COKC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/ML)
(UG/SEC)
COKC. (UG/HL)
LOAD (UG/SEC)
3
D
416 • 31
0.0057
0.1879
1.0752
2.5951
14.846
3
D
587.3U
0.0448
0.1936
8.6796
1 .7702
79.370
3
D
715.96
0.0581
0.2033
11 .8115
1,4921
66.665
3
D
902.76
0.0850
0.2214
18.8060
1 .3402
113.852
3
D
1061.99
0.0970
0.2112
20.4819
1.2533
121 .522
3
D
1180.81
0.1021
0.1998
20.3886
1.1951
121 .982
3
D
1428.24
0.1073
0.1824
19.5787
1.0421
111 .835
3
D
1485.20
0.1080
0.1788
19.3057
1.0051
108.504
3
D
1591.83
0.1097
0.1779
19.5142
0.9654
105.671
3
D
1784 .69
0.1147
0.1836
21 .0574
0.9344
107.144
3
D
2060.29
0.1116
0.1781
19.8763
0.9646
107.65b
3
D
2360.29
0.1064
0.0931
9.9084
0.9384
99.876
3
D
2363.06
0.1060
0.0649
9.0029
0.9347
99.113
3
D
24 98.61
0.1092
0.0591
6.4506
0.8935
97.602
3
D
2660.10
0.1092
0.0355
3.8765
0.8053
87.965
3
D
2859.54
0.1046
0.0627
6.5545
0.6229
86.046
3
D
2979.56
0.1044
0.0939
9.7985
0.8617
89.92b
3
D
3228.24
0.1065
0.1070
11 .391 7
0.8780
93.476
3
D
3396.67
0.1031
0.1070
11 .0323
0.8780
90.527
3
D
3570.60
0.0931
0.1070
9.9598
0.8780
81 .726
3
D
3600.00
0.0813
0.1070
8.6940
0.8780
71 .340
3
D
3600.60
0.0813
0.1070
8.6940
0.8780
71 .340
3
D
3900.60
0.0514
0.1070
5.5002
0.8780
45.1 32
3
D
4063.63
0.0352
0.1070
3.7646
0.8780
30.691
3
D
4363.63
0.0224
0.1070
2.3962
0.8780
19.662
3
D
4524.80
0.0155
0.1070
1.6610
0.8780
13.629
3
D
4765.50
0.0103
0.1070
1.0969
0.6780
9.001
3
D
5057.64
0.0000
0.1070
0.0000
0.8780
0.000
3
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
3
V
60.02
0.0095
0.1270
1.2064
1.0740
10.202
3
V
298.86
0.0406
0.1270
5.1613
1.0740
43.648
3
V
369.92
0.0487
0.2010
9.7694
0.9311
45.350
3
V
596.53
0.0835
0.6210
51 .8489
0.1198
10.005
3
V
715.96
0.0934
0.5237
46.9236
0.2796
26.125
3
V
684.99
0.1017
0.2104
21.3890
0.8296
64.331
3
V
1077.92
0.1080
0.0885
9.5582
0.9518
102.752
3
V
1377.92
0.1158
0.0248
2.8772
0.9512
110.173
3
V
1417.83
0.1169
0.0183
2.1413
0.9577
111 .931
3
V
1717.83
0.1124
0.0000
0.0000
0.9760
109.736
3
V
1773.66
0.1116
0.0000
0.0000
0.9760
108.929
3
V
1800.00
0.0929
0.0000
0.0000
0.9760
90.663
3
V
1800.60
0.0929
0.0390
3.6236
2.4400
226.707
3
V
1965.97
0.0707
0.0390
2.7588
2.4400
1^2.601
3
V
2026.00
0.0569
0.0390
2.2178
2.4400
118.752
3
V
2097.04
0.0107
0.0390
0.4174
2.4400
26.115
3
V
2397.04
0.0017
0.0390
0.0671
2.4400
4.200
3
¥
2431.44
0.0007
0.0390
0.0270
2.4400
1.666
3
V
2717.45
0.0000
0.0390
0.0000
2.4400
0.000
3
V
0.00
0.0000
0.0000
0.0000
0.0000
0.000
-------
SAS b2
16:15 FRIDAY , DECEHBER 13, 1985
DEFIANCE RAINULATOR STUDY
TILLAGE=0LD RIDGES RESIDUE=RIDG
REP
RUN
TIKE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(UG/SEC)
CONC. (UG/HL)
LOAD(UG/SEC)
3
V
162.91
0.0026
0.1370
0.3606
1.7570
4. 8b
3
u
290.92
0.0151
0.1370
2.0744
1.7570
26.60
3
w
361.96
0.0203
0.1412
2.8702
1.6946
34.46
3
fci
417.06
0.0268
0.1483
3.9709
1 .5869
42.4V
3
u
601 .443
0.0666
0.1723
11 .4736
1.2268
81 .70
3
w
717.80
0.0781
0.1760
13.7444
1 .1710
91 .45
3
V
884.30
0.0929
0.1760
16.3527
1.1710
108.80
3
u
1099.35
0.1039
0.1760
18.2935
1 .0333
107.40
3
u
1 202 .25
0.1008
0.1760
17.7460
0.9496
95.74
3
w
1462.54
0.1012
0.0621
6.2827
0.7759
78.55
3
u
1647.50
0.1031
0.0290
2.9901
0.7320
75.47
3
u
1790.20
0.1039
0.0290
3.0143
0.7320
76.0b
3
w
1800.00
0.0876
0.0290
2.5396
0.7320
64.10
3
w
1 800.60
0.0876
0.0290
2.5396
0.7320
64 .10
3
u
2092.14
0.0517
0.0290
1 .4984
0.7320
37.82
3
w
2392.14
0.0269
0.0290
0.7790
0.7320
1 9. tb
3
k
2427.76
0.0239
0.0290
0.6936
0.7320
17.51
3
h
2727.76
0.0136
0.0290
0.398b
0.7320
10.07
3
u
2782.36
0.0119
0.0290
0.3451
0.7320
8.71
3
w
3069.00
0.0000
0.0290
0.0000
0.7320
0.00
3
X1
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
XI
20.81
0.0000
0.0680
0.0000
1 .3660
0.00
3
XI
75.29
0.0053
0.0680
0.3613
1.3660
7.26
3
XI
164.67
0.0194
0.0680
1.3197
1.3660
26.51
3
XI
303.01
0.0534
0.1133
6.0579
1.3284
71 .00
3
XI
410.13
0.1902
0.1656
31 .4644
1.2651
244.38
3
XI
589.49
0.2321
0.1650
42.9373
1.2690
294.53
3
XI
600.00
0.1991
0.1850
36.8403
1.2690
252.70
3
XI
600.60
0.1991
0.0000
0.0000
0.0000
0.00
3
X 2
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
X 2
165.89
0.0189
0.1760
3.3271
2.0980
39.66
3
X 2
239.96
0.4679
0.1589
74.3460
1.9397
907.56
3
X2
295.05
0.6110
0.1274
77.6747
1.6486
1007.3b
3
X2
351.98
0.6566
0.0950
81.3527
1.3479
1154.82
3
12
459.72
1.0041
0.0390
39.1609
0.8300
633.42
3
X2
566.43
1 .0518
0.0390
41.0189
0.6300
672.97
3
12
600.00
0.0000
0.0390
0.0000
0.8300
0.00
3
X3
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
X3
17.14
1.0728
0.0200
21.4568
0.3900
418.41
3
X3
74.68
1 .2121
0.0200
24.2426
0.390 0
472.73
3
X3
112.02
1 .4730
0.0200
29.4594
0.3900
574.46
3
X3
234.45
1 .5243
0.0180
27.3794
0.3603
549.12
3
X3
385.65
1 .5532
0.0054
6.3294
0.1763
273.63
3
X 3
452.98
1 .5721
0.0000
0.0000
0.098 0
154.07
3
X3
533.79
1.5302
0.0000
0 .0000
0.0960
149.96
3
X3
546.46
0.0000
0.0000
0.0000
0.0960
0.00
3
X4
0.00
0.0000
0.0000
0.0000
0.0000
0.00
3
xu
29.99
1.5192
0.0290
44.0558
0.3420
519.55
3
X4
74.07
1.6204
0.0290
52.7921
0.3420
622.58
-------
REP
3
3
3
3
3
3
3
3
3
3
3
3
3
3
SAS
53
16:15 FRIDAY, DECEMBER 13, 19bb
DEFIANCE RAINULATOR STUDY
T1LLAGE=0LD RIDGES RESIDUE-RIDG
HUN
TIHE
DISCHARGE
DIP CONC.
DIP LOAD
TOTAL P
TOTAL P
(SEC)
(KG/SEC)
(UG/HL)
(OG/SEC)
CONC.(UG/HL)
LOAD (UG/SEC)
X4
136.96
2.1152
0.029
62.209
-------
TECHNICAL REPORT DATA
(Please read Inunctions on the reverse before completing!
1. REPORT NO. 2
F.PA-qns/q-qi-noRR
3. RECIPIENT'S ACCESSION NO.
4. title and subtitle
THE MAUMEE RIVER BASIN PILOT WATERSHED STUDY
- Volume "V - Rainulator Study- Detailed Data
B REPORT DATE
September 1987
6. PERFORMING ORGANIZATION CODE
7. AUTHOR(S)
Terry J. Logan
8. PERFORMING ORGANIZATION REPORT NO.
9 PERFORMING ORGANIZATION NAME AND ADDRESS
Defiance County Soil Soiland Water Conservation District
Defiance, Ohio
10. PROGRAM ELEMENT NO.
A42B2A
11. CONTRACT/GRANT NO.
Grant //R005774-01
12. SPONCO"•••-: ..." _ ... ..ViC AND ADDRESS
U.S. Environmental Protection Agency
Great Lakes National Program Office
230 South Dearborn Street
Chicago, Illinois 60604
13. TYPE OF REPORT AND PfcMIUD COVERED
Final 1981-1984
14. SPONSORING AGENCY CODE
GLNP0
15. SUPPLEMENTARY NOTES
Ralph G. Christensen, U.S.EPA Project Officer
John C. Lowrey, Technical Assistant
16. ABSTRACT
This work was begun in 1975 as one of several studies of U.S. and Canadian watersheds
draining to the Great Lakes. The Maumee River Basin is the largest of the Great
Lakes watersheds and contributes the highest loads of sediments and nutrients. This
study was to monitor sediment and nutrient losses from several small watersheds in
the Maumee River Basin. The tillage method studied was fall moldboard or fall chisel
plowing. No-till and No-till ridges were also examined. The watershed studies were
supplemented with a detailed examination of the effects or residue cover on soil and
and phosphorus losses using the programmable rainfall simulator of the National Soil
Erosion Laboratory at Purdue University.
17. KEY WORDS AND DOCUMENT ANALYSIS
a. DESCRIPTORS
b.IDENTIFIERS/OPEN ENDED TERMS
c. cosati Field/Group
Sediment Phosphorus
Nutrient No-till
Watershed Monitoring
Soils
Subsurface Tildrainage
Runoff
Nitrogen
18. DISTRIBUTION STATEMENT
Document is available to public
Through National Technical Information
Service (NTIS) Springfield, VA 22161
19. SECURITY CLASS (This Report)
None
21. NO. OF PAGES
196
20 SECURITY CLASS (Thispage)
None
22. PRICE
EPA Form 2220-1 (t-73)
*UA Qa«irnmM Priming OMok 18B1 — 546-063
------- |