stream-flow measurements at selected gaging stations in the iowa

Transcription

STREAM-FLOW MEASUREMENTS AT SELECTED GAGING
STATIONS IN THE IOWA AND DES MOINES RIVER BASINS AND
DEVELOPMENT OF STAGE-DISCHARGE RELATIONSHIPS
Sampling Period: 3 September 2002 - 18 April 2003
by
Tatsuaki Nakato
Submitted to
U.S. Army Corps of Engineers
Rock Island District
Clock Tower Building
Rock Island, Illinois 61204
IIHR Technical Report No. 431
IIHR − Hydroscience & Engineering
College of Engineering
The University of Iowa
Iowa City, Iowa 52242-1585
July 2003
ABSTRACT
Field velocity measurements were taken four times at fifteen stream gaging sites within
the Iowa River and Des Moines River basins during 3 September 2002 and 18 April
2003. Using the historical data available and the data collected in this study, log-linear
stage-discharge relationships, as well as a rating table, were developed for each station.
ACKNOWLEDGMENTS
The field investigation reported herein was conducted for and sponsored by the U.S.
Army Corps of Engineers, Rock Island District (USACE-MVR) through Missman
Stanley & Associates, P.C. (MSAPC). The author thanks James Stiman and Thomas
Knox of the USACE-MVR and Mike McCaw of MSAPC for their unfailing cooperation
throughout the course of this study. The author is also indebted to Doug Houser and
Troy Lyon of the IIHR – Hydroscience & Engineering, and Justin Krohn and Kenny
Bodeen of MSAPC for collecting the field data.
ii
TABLE OF CONTENTS
I.
INTRODUCTION
Page
1
II.
7
III.
DESCRIPTION OF INDIVIDUAL STREAM-GAGING STATIONS
AND PRESENTATION OF PROPOSED RATING TABLES
12
1. East Forks Des Moines River near Algona, IA (AGNI4)
2. Iowa River near Belle Plaine, IA (BLPI4)
3. Iowa River near Columbus Junction, IA (CJTI4)
4. Des Moines River near Eddyville, IA (EDYI4)
5. West Fork Des Moines River near Emmetsburg, IA (EMTI4)
6. West Fork Des Moines River near Estherville, IA (ESVI4)
7. Boone River near Golfield, IA (GLDI4)
8. North Raccoon River near Lanesboro, IA (LKCI4)
9. North Fork English River near Parnell, IA (NEPI4)
10. North Raccoon River near Perry, IA (PROI4)
11. Iowa River near Steamboat Rock, IA (STBI4)
12. Iowa River near Tama, IA (TAMI4)
13. Deer Creek near Toledo, IA (TOLI4)
14. West Fork Des Moines River near Windom, MN (WDOM5)
15. Beaver Creek near Woodward, IA (WWDI4)
12
15
18
21
24
27
30
33
36
39
42
45
48
51
54
APPENDIX I ANALYSIS OF FEILD VELOCITY DATA FOR
FIFTEEN GAGING STATIONS
57
LIST OF TABLES
Page
Table 1
Table 2(a)
Table 2(b)
Table 2(c)
Table 3(a)
Table 3(b)
Sample spreadsheet developed for analyzing raw data to
obtain discharge
Summary of field data collected at Stations AGNI4, BPLI4,
CJTI4, EDYI4, and EMTI4 in the Iowa River and the
Des Moines River Basins between September 2002
and April 2003
Summary of field data collected at Stations ESVI4, GLDI4,
LKCI4, NEPI4, and PROI4 in the Iowa River and the
Des Moines River Basins between September 2002
and April 2003
Summary of field data collected at Stations STBI4, TAMI4,
TOLI4, WDOM5, and WWDI4 in the Iowa River and the
Des Moines River Basins between September 2002 and
April 2003
Stage-discharge relationships developed for Station Nos. 1
through 10
Stage-discharge relationships developed for Station Nos. 11
through 15
iii
3
4
5
6
10
11
Table 4
Table 5
Table 6
Table 7
Table 8
Table 9
Table 10
Table 11
Table 12
Table 13
Table 14
Table 15
Table 16
Table 17
Table 18
Rating table developed for AGNI4
Rating table developed for BLPI4
Rating table developed for CJTI4
Rating table developed for EDYI4
Rating table developed for EMTI4
Rating table developed for ESVI4
Rating table developed for GLDI4
Rating table developed for LKCI4
Rating table developed for NEPI4
Rating table developed for PROI4
Rating table developed for STBI4
Rating table developed for TAMI4
Rating table developed for TOLI4
Rating table developed for WDOM5
Rating table developed for WWDI4
14
17
20
23
26
29
32
35
38
41
44
47
50
53
56
LIST OF FIGURES
Page
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Figure 8
Figure 9
Figure 10
Figure 11
Figure 12
Figure 13
Figure 14
Figure 15
Figure 16
Figure 17
Figure 18
Location map identifying fifteen stream-flow gaging stations
(Note: MLII2 on the Rock River in Illinois was not included)
Comparison of two log-linear stage-discharge relationships
developed for two different sets of data for AGNI4
Outliers found in log-linear stage-discharge plots at STBI4
Log-linear stage-discharge relationships developed for AGNI4
(Note: the data for 1991-1993 were excluded)
Log-linear stage-discharge relationships developed for BPLI4
Log-linear stage-discharge relationships developed for CJTI4
Log-linear stage-discharge relationships developed for EDYI4
Log-linear stage-discharge relationships developed for EMTI4
Log-linear stage-discharge relationships developed for ESVI4
Log-linear stage-discharge relationships developed for GLDI4
Log-linear stage-discharge relationships developed for LKCI4
Log-linear stage-discharge relationships developed for NEPI4
Log-linear stage-discharge relationships developed for PROI4
Log-linear stage-discharge relationships developed for STBI4
Log-linear stage-discharge relationships developed for TAMI4
Log-linear stage-discharge relationships developed for TOLI4
Log-linear stage-discharge relationships developed for WDOM5
Log-linear stage-discharge relationships developed for WWDI4
iv
2
8
9
13
16
19
22
25
28
31
34
37
40
43
46
49
52
55
STREAM-FLOW MEASUREMENTS AT SELECTED GAGING
STATIONS IN THE IOWA AND DES MOINES RIVER BASINS AND
Sampling Period: 3 September 2002 - 18 April 2003
I. INTRODUCTION
Establishment of field-data based, reliable, stage-discharge relationships for any
stream is indispensable in predicting discharges at different river stages. The U.S. Army
Corps of Engineers, Rock Island District (USACE-MVR) maintains and operates many
stream-gaging stations along the Iowa River and Des Moines River basins and routinely
collects stream-stage information through the GEOS satellite system. IIHR –
Hydroscience & Engineering, The University of Iowa, received a subcontract from the
USACE-MVR through Missman Stanley & Associates, P.C., in Rock Island, IL to collect
four sets of velocity data at fifteen different gaging stations and to establish the best
stage-discharge relationship for each station.
The field stream-flow measurements were conducted at six gaging stations for the
Iowa River basin and nine stations for the Des Moines River basin, including the
following stations:
Iowa River basin:
1. Iowa River at Steamboat Rock, Iowa (STBI4);
2. Deer Creek Near Toledo, Iowa (TOLI4);
3. Iowa River at Tama, Iowa (TAMI4);
4. Iowa River near Belle Plaine, Iowa (BPLI4);
5. North Fork English River near Parnell, Iowa (NEPI4); and
6. Iowa River at Columbus Junction, Iowa (CJTI4)
Des Moines River basin:
1. West Fork Des Moines River near Windom, Minnesota (WDOM5);
2. Des Moines River at Estherville, Iowa (ESVI4);
3. Des Moines River at Emmetsburg, Iowa (EMTI4);
4. East Fork Des Moines River at Algona, Iowa (AGNI4);
5. Boone River near Goldfield, Iowa (GLDI4);
6. Beaver Creek near Woodward, Iowa (WWDI4);
7. North Raccoon River near Lanesboro, Iowa (LKCI4);
1
8. North Raccoon River near Perry, Iowa (PROI4); and
9. Des Moines River near Eddyville, Iowa (EDYI4)
Each gaging station is identified with the station ID and their locations are shown
in figure 1. In order to make the index search easier, station descriptions are given in
alphabetical order of the station ID in this report instead of the river basins. At each
station, four separate measurements were taken during the period from 3 September 2002
to 18 April 2003.
Figure 1 Location map identifying fifteen stream-flow gaging stations
(Note: MLII2 on the Rock River in Illinois was not included)
2
All the raw velocity data collected were stored in the spreadsheet and total
discharges were computed using MS Excel 2000, as exemplified in table 1. Appendix I
lists all the spreadsheets generated for each velocity measurement campaign. Tables 2(a)
through 2(c) list the date and the time of measurements, information on gage height
(GH), the width of the stream flow, the total flow area, and the calculated discharge (Q).
TAMI4_9-25-02 (TRIP 2)
Gage = 8.91' at 08:15
W = 184'
%
Rev Time
V
Vc
a (sq ft)
C
Dist w (ft) d (ft)
depth
(sec) (ft/s) (ft/s)
factor from
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.707
1.000
1.000
0.985
0.985
1.000
1.000
1.000
1.000
1.000
0.985
0.985
0.985
0.985
0.985
0.985
0.985
1.000
1.000
0.906
0.906
-0.766
-0.766
-1.000
0.0
7.4
14.8
22.2
29.6
37.0
44.4
51.8
59.2
66.6
74.0
81.4
88.8
96.2
103.6
103.6
111.0
111.0
118.4
118.4
125.8
125.8
133.2
133.2
140.6
140.6
148.0
148.0
155.4
155.4
162.8
162.8
170.2
170.2
177.6
184.0
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.40
0.30
0.35
0.70
0.90
0.85
0.80
0.65
0.70
0.35
0.20
2.10
2.90
3.40
3.40
3.20
3.20
3.10
3.10
3.60
3.60
3.90
3.90
4.10
4.10
4.30
4.30
4.00
4.00
4.00
4.00
4.20
4.20
2.30
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
1
4
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
14
4
1
20
21.0
24.0
30.3
22.8
20.8
19.3
23.0
22.3
20.9
24.3
19.6
33.5
21.2
21.6
18.4
23.6
19.3
23.5
18.8
22.6
20.2
25.7
19.2
24.4
18.3
21.1
19.7
26.3
33.1
65.2
84.0
80.0
44.5
85.6
0.08
0.19
0.66
0.87
0.95
1.03
0.87
0.89
0.95
0.82
1.01
1.33
2.10
2.06
2.41
1.89
2.30
1.89
2.36
1.97
2.20
1.73
2.31
1.83
2.43
2.11
2.26
1.69
1.35
0.69
0.39
0.13
0.07
0.53
0.08
0.19
0.66
0.87
0.95
1.03
0.87
0.89
0.95
0.82
1.01
1.33
2.10
2.24
0.00
2.09
0.00
2.13
0.00
2.09
0.00
2.02
0.00
2.13
0.00
2.18
0.00
1.52
0.00
0.54
0.00
0.10
0.00
0.53
q (cfs)
2.96
2.22
2.59
5.18
6.66
6.29
5.92
4.81
5.18
2.59
1.48
15.54
21.46
25.16
0.00
23.68
0.00
22.94
0.00
26.64
0.00
28.86
0.00
30.34
0.00
31.82
0.00
29.60
0.00
29.60
0.00
31.08
0.00
17.02
0.23
0.42
1.72
4.52
6.35
6.45
5.13
4.29
4.92
2.13
1.06
20.74
45.03
55.43
0.00
49.61
0.00
48.84
0.00
55.55
0.00
57.54
0.00
63.54
0.00
68.39
0.00
45.07
0.00
14.48
0.00
-2.33
0.00
-9.07
379.62
550.03
Flow Dir
Corr
(deg) Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
45
360
360
350
350
360
360
360
360
360
350
350
350
350
350
350
350
360
360
25
25
140
140
180
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
45
-270
-270
-260
-260
-270
-270
-270
-270
-270
-260
-260
-260
-260
-260
-260
-260
-270
-270
65
65
-50
-50
-90
Note: Pigm y for W = 0 - 81.4' and AA type for W = 88.8' - 177.6'
Table 1 Sample spreadsheet developed for analyzing raw data to obtain discharge
3
Station ID
Location
River
Trip No.
5" Ice
Station ID
Location
River
Trip No.
Station ID
Location
River
Trip No.
Station ID
Location
River
Trip No.
Station ID
Location
River
Trip No.
AGNI4
Algona,IA
E. Fork/DMR
IIHR1
IIHR2
IIHR3
IIHR4
BPLI4
Belle Plaine, IA
Iowa River
IIHR1
IIHR2
IIHR3
IIHR4
CJTI4
Columbus Jct, IA
Iowa River
IIHR1
IIHR2
IIHR3
IIHR4
EDYI4
Eddyville, IA
Des Moines River
IIHR1
IIHR2
IIHR3
IIHR4
EMTI4
Emmetsburg, IA
Des Moines River
IIHR1
IIHR2
IIHR3
IIHR4
Date
Time
Inside Outside Corr
Gage
Gage
(ft)
(ft)
(ft)
Width
(ft)
Area Discharge
(sq ft)
(cfs)
9/5/02
9/26/02
10/30/02
12/12/02
12:00
10:00
13:00
15:00
7.26
6.95
7.54
7.21
7.38
7.00
7.61
7.21
0.12
0.05
0.07
0.00
115.0
113.0
116.0
120.0
339.0
316.3
362.0
394.6
126.0
32.6
210.0
100.4
9/3/02
9/24/02
11/1/02
12/6/02
16:15
14:45
12:00
13:00
7.00
6.61
6.86
6.27
6.81
6.55
6.88
6.38
-0.19
-0.06
0.02
0.11
180.0
205.0
207.0
174.0
547.2
544.5
622.4
398.3
869.2
758.4
874.3
342.5
9/12/02
10/9/02
11/7/02
12/18/02
19:00
16:30
15:50
16:00
9.63
11.21
10.19
9.89
913.0
993.0
925.0
920.0
2072.3
3739.5
2271.8
2119.3
3060.1
7291.9
4076.7
3753.8
9/12/02
10/14/02
11/7/02
12/5/02
13:15
11:20
11:00
11:00
48.17
51.39
49.87
49.78
460.0
532.0
515.0
480.0
1064.6
2718.3
1801.6
1658.4
1086.4
5782.3
3369.1
3261.6
7.67 ft was added to Inside/Outside GHs
9/5/02
9/26/02
10/30/02
4/17/03
15:30
13:15
10:30
16:00
9.20
8.51
9.49
9.77
9.13
8.44
9.30
9.74
-0.07
-0.07
-0.19
-0.03
113.0
34.0
116.0
132.0
192.2
34.8
199.8
193.7
181.3
55.0
212.3
343.9
Table 2(a) Summary of field data collected at Stations AGNI4, BPLI4, CJTI4,
EDYI4, and EMTI4 in the Iowa River and the Des Moines River Basins
between September 2002 and April 2003
4
Date
Station ID
Location
River
Trip No.
Station ID
Location
River
Trip No.
Station ID
Location
River
Trip No.
Station ID
Location
River
Trip No.
Station ID
Location
River
Trip No.
ESVI4
Estherville, IA
Des Moines River
IIHR1
IIHR2
IIHR3
IIHR4
GLDI4
Goldfield, IA
Boone River
IIHR1
IIHR2
IIHR3
IIHR4
LKCI4
Lanesboro, IA
N Raccoon River
IIHR1
IIHR2
IIHR3
IIHR4
NEPI4
Parnell, IA
N.F. English River
IIHR1
IIHR2
IIHR3
IIHR4
PROI4
Perry, IA
N. Raccoon River
IIHR1
IIHR2
IIHR3
IIHR4
Time
Inside Outside Corr
Gage
Gage
(ft)
(ft)
(ft)
9/5/02 18:00
9/26/02 15:00
10/30/02 9:00
12/11/02 14:00
2.15
2.05
2.67
2.27
9/5/02 9:00
9/25/02 17:00
12/12/02 16:00
4/18/03 10:00
7.80
7.17
8.05
9.50
7.70
7.33
8.38
9.48
9/11/02 14:00
10/9/02 9:50
10/31/02 10:00
11/14/02 16:30
8.22
9.50
8.90
8.51
Width
(ft)
Area Discharge
(sq ft)
(cfs)
40.0
53.0
66.0
40.3
36.3
48.9
72.1
40.3
70.6
51.8
202.1
93.0
-0.10
0.16
0.33
-0.02
79.5
49.0
83.0
87.0
64.4
21.9
90.2
211.7
42.0
15.2
66.0
244.9
8.12
9.46
8.89
-0.10
-0.04
-0.01
97.0
202.0
169.0
84.0
119.3
327.4
261.5
173.0
126.9
595.1
424.7
259.9
9/3/02
9/24/02
11/1/02
12/13/02
12:00
12:30
14:30
15:30
14.08
14.22
14.71
14.61
14.10
14.20
14.77
14.66
0.02
-0.02
0.06
0.05
60.5
60.0
92.0
92.0
48.8
54.4
95.8
85.3
28.4
36.6
114.0
52.8
9/11/02
10/8/02
10/31/02
11/14/02
17:00
15:15
12:20
14:00
4.57
7.79
5.63
5.10
4.30
7.71
5.67
5.04
-0.27
-0.08
0.04
-0.06
139.0
206.0
199.0
160.0
234.6
841.5
472.0
382.3
259.4
2036.3
865.6
512.1
Table 2(b) Summary of field data collected at Stations ESVI4, GLDI4, LKCI4,
NEPI4, and PROI4 in the Iowa River and the Des Moines River Basins
between September 2002 and April 2003
5
Station ID
STBI4
Location Steamboat Rock, IA
Iowa River
River
Trip No.
IIHR1
IIHR2
IIHR3
IIHR4
Station ID
TAMI4
Location
Tama, IA
River
Iowa River
Trip No.
IIHR1
IIHR2
IIHR3
IIHR4
Station ID
TOLI4
Location
Toledo, IA
River
Deer Creek
Trip No.
IIHR1
IIHR2
IIHR3
IIHR4
Station ID
WDOM5
Windom, MN
Location
Des Moines River
River
Trip No.
IIHR1
IIHR2
IIHR3
8" Ice
IIHR4
Station ID
WWDI4
Location
Woodward, IA
River
Beaver Creek
Trip No.
IIHR1
IIHR2
IIHR3
IIHR4
Date
Time
9/4/02
9/25/02
10/31/02
12/10/02
15:45
15:00
17:00
13:00
5.64
5.58
5.91
5.50
5.62
5.58
5.87
-0.02
0.00
-0.04
140.0
90.0
110.0
87.0
204.4
99.2
196.3
83.9
366.8
227.7
411.1
193.9
9/4/02 9:00
9/25/02 8:15
11/1/02 10:25
11/15/02 14:00
9.23
8.91
9.54
9.07
9.11
8.92
9.53
9.08
-0.12
0.01
-0.01
0.01
183.0
184.0
189.0
185.0
381.1
379.6
486.8
410.9
616.8
550.0
830.9
625.8
11:00
11:00
10:15
15:00
4.17
4.39
4.22
4.21
4.41
4.21
4.22
0.02
-0.01
0.01
45.2
48.0
47.0
38.0
16.3
25.5
17.5
13.2
11.3
8.6
11.0
10.2
9/6/02 9:30
9/27/02 11:30
10/29/02 17:15
12/12/02 10:15
11.78
11.29
12.32
11.90
11.75
11.26
12.25
11.90
-0.03
-0.03
-0.07
0.00
75.0
74.0
75.0
110.0
526.8
472.5
550.5
260.2
98.6
13.2
219.2
94.1
9/12/02 9:00
10/8/02 12:30
10/31/02 14:00
11/14/02 12:00
10.62
11.89
11.29
11.13
10.61
11.56
11.23
11.05
-0.01
-0.33
-0.06
-0.08
22.0
59.0
53.0
51.0
4.1
57.9
38.3
28.9
0.9
71.7
37.1
22.2
9/4/02
9/25/02
4/17/03
4/18/03
Inside Outside Corr
Gage
Gage
(ft)
(ft)
(ft)
Width
(ft)
Area Discharge
(sq ft)
(cfs)
Table 2(c) Summary of field data collected at Stations STBI4, TAMI4, TOLI4,
WDOM5, and WWDI4 in the Iowa River and the Des Moines River
Basins between September 2002 and April 2003
6
II. DEVELOPMENT OF STAGE-DISCHARGE RELATIONSHIPS
In order to establish the best stage-discharge relationships for each gaging station,
historical data provided by the USACE-MVR, as well as four new data sets collected in
this study, were first plotted on a log-log graph using ORIGIN graphics software (Origin
Pro Version 7). Segment-wise log-linear relationships (power-law relationships) were
then sought. An intersecting boundary value between two log-linear lines was first
determined by manually reviewing the plot. The best-fit lines were then determined by
correlation coefficients. The correlation coefficient of the log-linear regression equation,
r, for each data set was determined using the following relationship:
r=
n ∑ {log(GH )} * {log(Q )} − {∑ log(GH )} * {∑ log(Q )}
 n {log(GH )}2 − { log(GH )}2  *  n {log(Q )}2 − { log(Q )}2 
∑
∑
 ∑
  ∑

(1)
where n = number of data points; GH = gage height (ft); and Q = discharge (cfs). For
each station, correlation coefficients were carefully reviewed to further improve the
stage-discharge relationships. For example, at AGNI4, the entire data set available was
plotted, as shown in figure 2(a). The correlation coefficients for the lower and upper
gage heights were found to be 0.8283 and 0.9153, respectively. In order to find the effect
of the Great Flood of ’93, the existing data from 1991 to 1993 were isolated and excluded
in the analysis, as shown in figure 2(b). The correlation coefficients were significantly
improved to 0.9791 and 0.9828 from 0.8283 and 0.9153. As can be seen in figure 2(b),
the discharge data for approximately GH = 9 ft ~15 ft for the period between 1991 and
1993 can clearly be isolated in improving the correlation coefficients. A similar
investigation on the Great Flood of ’93 was conducted for the other stations. However,
no such effects were found in any other stations.
7
EAST FORK DES MOINES RIVER AT ALGONA, IOWA (AGNI4)
LACMRERS 4/4/03
1991-2001
10000
2002
GH<7.58 ft
Discharge, Q (cfs)
GH>7.58 ft
1000
r2 = 0.9153
IIHR3
IIHR1
100
IIHR4
IIHR2
r1 = 0.8283
10
5
10
15
20
25
30
Gage Height, GH (ft)
(a) All existing data for 1991-2002 included
LACMRERS 4/17/03
10000
Discharge, Q (cfs)
r2 = 0.9828
1000
IIHR3
IIHR1
100
r1 = 0.9791
IIHR4
1994-2001
2002
IIHR2
1991-1993
GH<7.69 ft
GH>7.69 ft
10
5
10
15
20
25
30
(b) Data for 1991-1993 isolated
Figure 2 Comparison of two log-linear stage-discharge relationships developed for
two different sets of data for AGNI4
8
During the regression analysis, apparent outliers were identified and excluded
from the analysis. Outliers were found at three stations (BPLI4, GLDI4, and STBI4). In
particular, at STBI4 a significant number of the data that were collected from 1992 to
1995 was found to be outliers, as can be seen in figure 3. All the outliers identified in the
present study were marked in red in the spreadsheets so that they would not be used in
the future analyses. It should be noted that all the spreadsheets generated for the
historical raw data, discharges calculated, and the rating table were submitted to the
USACE-MVR.
The best-fit power-law relationships that were developed for each station in the
present study are shown in tables 3(a) and 3(b). Correlation coefficients in these tables
are seen to be very high, ranging from r = 0.8628 at NEPI4 for the lower flow regime in
which GH < 14.66 ft to r = 0.9976 for the higher flow regime in which GH ≥ 12.39 ft.
IOWA RIVER AT STEAMBOAT ROCK, IOWA (STBI4)
LACMRERS 4/11/03
Discharge, Q (cfs)
10000
1000
IIHR3
IIHR1
IIHR2
IIHR4
100
1992-2001: BAR1-BAR2 & ET1-ET12
2002: IIHR1-IIHR4
Outliers: All the Others
GH<5.99 ft
GH>5.99 ft
10
5
10
15
20
Figure 3 Outliers found in log-linear stage-discharge plots at STBI4
9
No
Station ID
Location
River
Data
Period
Range of Gage
Height
(GH)
1
AGNI4
1991-2002
GH<7.58 ft
Algona,IA
GH≥7.58 ft
E. Fork/DMR
1A
AGNI4
1994-2002
GH<7.69 ft
GH≥7.69 ft
E. Fork/DMR
BPLI4
1987-2002
Q=10
3.775
*GH
Q=10-17.936*GH22.903
-0.913
Q=10
3.690
*GH
GH<6.81 ft
Q=10-1.433*GH5.210
0.757
6.81 ft≤GH<15.66 ft Q=10
Iowa River
CJTI4
-1.049
0.8283
0.9791
0.9153
0.9828
Use these eqns!
Belle Plaine, IA
3
Q=10-20.077*GH25.409
Correlation
Coeff
Do not use these eqns!
Algona,IA
2
Regression Equations
GH≥15.66 ft
1995-2002
Columbus Jct, IA
GH<12.39 ft
2.582
*GH
0.9723
0.9938
-6.623
8.759
0.9507
-1.299
4.851
0.9821
Q=10
*GH
Q=10
*GH
0.935
2.807
GH≥12.39 ft
Q=10
GH<50.57 ft
Q=10-53.762*GH33.667
*GH
0.9976
Iowa River
4
EDYI4
1990-2002
-20.493
Eddyville, IA
50.57 ft≤GH<55.08 ft Q=10
Des Moines River
5
EMTI4
Emmetsburg, IA
*GH
0.9234
0.9627
-8.903
7.485
0.9763
-7.426
10.148
0.9536
GH≥10.56 ft
-0.316
Q=10
3.201
0.9920
GH<2.45 ft
Q=10-0.483*GH6.946
0.9916
GH≥55.08 ft
1995-2003
14.142
GH<10.56 ft
Q=10
*GH
Q=10
*GH
*GH
Des Moines River
6
ESVI4
1996-2002
Estherville, IA
2.45 ft≤GH<4.74 ft
Des Moines River
7
GLDI4
GH≥4.74 ft
1995-2003
Goldfield, IA
GH<9.35 ft
1.028
3.072
0.9930
2.093
1.496
0.9967
Q=10
Q=10
*GH
*GH
-10.439
Q=10
13.278
*GH
-1.037
3.592
GH≥9.35 ft
Q=10
GH<8.85 ft
Q=10-12.647*GH16.079
*GH
0.9229
0.9941
Boone River
8
LKCI4
1995-2001
Lanesboro, IA
9
NEPI4
GH≥11.48 ft
1995-2002
Parnell, IA
PROI4
Perry, IA
0.9651
-0.503
3.530
0.9961
GH<14.66 ft
*GH
Q=10
*GH
-35.041
31.818
0.8628
-17.075
16.411
0.9876
Q=10
*GH
14.66 ft≤GH<16.19 ft Q=10
N.F. English River
10
5.852
8.85 ft≤GH<11.48 ft Q=10
N Raccoon River
GH≥16.19 ft
1995-2002
GH<5.65 ft
GH≥5.65 ft
0.9154
-2.964
*GH
-3.622
5.286
0.9860
-0.508
4.660
0.9759
Q=10
*GH
Q=10
*GH
1.235
Q=10
2.342
*GH
0.9938
N. Raccoon River
Table 3(a) Stage-discharge relationships developed for Station Nos. 1 through 10
10
No
Station ID
Location
River
Data
Period
Range of Gage
Height
(GH)
11
STBI4
1992-2002
GH<5.99 ft
Steamboat Rock, IA
12
Iowa River
TAMI4
GH≥5.99 ft
1993-2002
Tama, IA
Iowa River
13
TOLI4
1997-2003
Toledo, IA
Regression Equations
Q=10-7.408*GH13.078
0.135
Q=10
3.376
*GH
Q=10-3.397*GH6.389
9.68 ft≤GH<17.62 ft Q=10-0.480*GH3.430
GH≥17.62 ft
Q=10-2.304*GH4.894
GH<9.68 ft
GH<4.90 ft
Correlation
Coeff
0.9459
0.9961
0.8983
0.9875
0.9229
-7.785
14.073
0.9062
-0.805
3.961
0.9761
Q=10
*GH
GH≥4.90 ft
Q=10
GH<12.01 ft
Q=10-45.910*GH44.505
*GH
Deer Creek
14
WDOM5
1995-2002
Windom, MN
15
WWDI4
Woodward, IA
Beaver Creek
8.886
0.9579
-3.001
5.043
0.9885
12.01 ft≤GH<14.44 ft Q=10
Des Moines River
GH≥14.44 ft
1995-2002
GH<11.52 ft
Q=10
*GH
*GH
-61.171
Q=10
59.393
*GH
0.8745
-9.125
10.356
0.9495
-1.747
3.990
0.9984
11.52 ft≤GH<14.42 ft Q=10
GH≥14.42 ft
0.9217
-7.457
Q=10
*GH
*GH
Table 3(b) Stage-discharge relationships developed for Station Nos. 11 through 15
11
III. DESCRIPTION OF INDIVIDUAL STREAM-GAGING
STATIONS AND PRESENTATION OF PROPOSED RATING
TABLES
In this chapter, a general description of each station that was downloaded from the
USACE-MVR web site (http://www.mvr.usace.army.mil/), a few site photos, the stagedischarge plot, and the rating table developed are presented for each gaging station.
1. EAST FORK DES MOINES RIVER NEAR ALGONA, IA (AGNI4)
•
Gage Description - AGNI4 - E. Des Moines River near Algona, IA
•
Stream = East Fork Des Moines River
•
Gage Zero = 1098.74 feet NGVD (1929)
•
Flood Stage = 14.00 feet
•
Record Stage = 22.65 feet date 04-01-93
•
Lat 43°04'44" - Long 94°14'10"
•
Drainage Area = 884.0 sq. mi.
•
River Mile = 374.4
•
Location of Gage = on left bank at downstream side of bridge on US Highway
169, at north edge of Algona, and 5.5 miles downstream from Black Cat Creek.
River-Stage Gaging Station
Downstream View
12
LACMRERS 4/17/03
Discharge, Q (cfs)
10000
1000
IIHR3
IIHR1
100
IIHR4
1994-2001
2002
IIHR2
GH<7.69 ft
GH>7.69 ft
10
5
10
15
20
25
30
Figure 4 Log-linear stage-discharge relationships developed for AGNI4
(Note: the data for 1991-1993 were excluded)
13
DATE:
4/4/2003
AGNI4 - EAST FORK DES MOINES RIVER NEAR ALGONA, IOWA
RATING TABLE: LACMRERS, IIHR - HYDROSCIENCE & ENGINEERING
EQUATION 1: GH < 7.58 FT
Q=10
-20.077
EQUATION 2: GH > 7.58 FT
Q=10
-1.049
GAGE
HEIGHT,
GH
(FEET)
*GH
*GH
25.409
3.775
DIFF. IN
DISCHARGE
PER FOOT
DISCHARGE, Q, IN CUBIC FEET PER SECOND
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
0
0.5
24.9
229
357
532
763
1059
1433
1895
2459
3137
3944
4894
6002
7284
8757
10439
12346
14498
16913
19612
22615
28
25943
0.1
0.8
35.7
240
373
552
789
1093
1475
1947
2521
3212
4032
4997
6122
7423
8916
10619
12550
14727
17170
19898
22933
0.2
1.1
50.9
252
388
573
816
1127
1518
1999
2585
3288
4122
5102
6244
7563
9076
10801
12756
14959
17430
20188
23254
0.3
1.7
72.3
263
405
595
844
1162
1561
2053
2650
3365
4213
5209
6368
7705
9239
10986
12965
15194
17692
20480
23578
0.4
2.6
102
276
421
617
873
1199
1606
2108
2716
3444
4306
5317
6493
7850
9404
11173
13176
15431
17958
20776
23906
0.5
3.8
144
288
438
640
902
1235
1652
2164
2783
3524
4400
5427
6620
7996
9571
11363
13390
15671
18226
21074
24237
0.6
5.6
201
301
456
663
932
1273
1699
2220
2851
3605
4496
5539
6749
8144
9740
11555
13606
15914
18497
21376
24572
0.7
8.2
198
315
474
687
963
1312
1746
2278
2921
3688
4593
5652
6880
8294
9911
11749
13825
16160
18771
21681
24909
0.8
11.9
208
328
493
711
994
1351
1795
2337
2992
3772
4692
5767
7013
8447
10085
11945
14047
16408
19049
21989
25250
Table 4 Rating table developed for AGNI4
14
0.9
17.3
219
343
512
737
1026
1391
1845
2398
3064
3857
4792
5884
7148
8601
10261
12144
14271
16659
19329
22301
25595
204
128
175
230
297
374
462
564
678
807
950
1108
1282
1473
1681
1907
2152
2415
2699
3003
3328
2. IOWA RIVER NEAR BELLE PLAINE, IA (BPLI4)
• Gage Description - BPLI4 - Iowa River near Belle Plaine, IA
•
Stream = Iowa River
•
•
•
Record Stage = 18.74 feet Date 07-11-93
•
Lat 41°51'20" - Long 92°14'20"
•
Drainage Area = 2,455 sq. mi.
•
River Mile = 154.0
•
Location of Gage = on right bank 5 ft upstream from bridge on State Highway 21,
1.0 mi downstream from Salt Creek, 1.1 mi downstream from Walnut Creek, 2.7
mi south of Belle Plaine, and at mile 159.0.
Downstream View
15
IOWA RIVER NEAR BELLE PLAINE, IOWA (BPLI4)
LACMRERS 4/14/03
Discharge, Q (cfs
10000
1000
IIHR4
IIHR2
IIHR3
1987-2001
2002
OUTLIERt
IIHR1
GH<6.81 ft
6.81 ft<GH<15.66 ft
GH>15.66 ft
100
5
10
15
20
25
30
Figure 5 Log-linear stage-discharge relationships developed for BPLI4
16
DATE:
5/5/2003
BPLI4 - IOWA RIVER NEAR BELLE PLAINE, IOWA
EQUATION 1: GH< 6.81 FT
Q=10
-1.433
EQUATION 2: 6.81 FT<GH<15.66 FT
Q=10
0.757
EQUATION 3: GH>15.66 FT
Q=10
-6.623
GAGE
HEIGHT,
GH
(FEET)
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
*GH
*GH
5.210
2.582
*GH
8.759
DIFF. IN
DISCHARGE
PER FOOT
0
50.6
162
418
869
1227
1663
2183
2792
3495
4297
5204
6218
8392
14273
23547
37810
59255
90849
0.1
57.5
179
456
902
1267
1711
2240
2858
3571
4383
5300
6326
8863
15025
24718
39589
61901
0.2
65.2
198
496
935
1308
1760
2297
2925
3647
4470
5398
6435
9357
15812
25940
41442
64651
0.3
73.7
219
539
969
1349
1810
2356
2993
3725
4558
5496
6545
9875
16636
27215
43371
67508
0.4
83.1
241
585
1003
1392
1860
2415
3062
3804
4647
5596
6656
10419
17497
28546
45379
70478
0.5
93.4
266
634
1039
1435
1912
2476
3131
3884
4737
5697
6768
10989
18398
29934
47469
73562
0.6
105
292
687
1075
1479
1964
2537
3202
3964
4828
5799
6881
11586
19340
31381
49645
76765
0.7
117
320
743
1112
1524
2018
2599
3274
4046
4921
5902
7110
12212
20324
32890
51908
80091
0.8
131
350
802
1149
1569
2072
2663
3347
4129
5014
6006
7517
12867
21352
34463
54261
83544
Table 5 Rating table developed for BPLI4
17
0.9
146
383
837
1188
1616
2127
2727
3420
4213
5108
6112
7944
13554
22425
36102
56709
87129
256
451
358
436
520
609
703
802
906
1015
2174
5880
9274
14263
21445
31594
3. IOWA RIVER NEAR COLUMBUS JUNCTION, IA (CJTI4)
• Gage Description - CJTI4 - Iowa River near Columbus Junction, IA
•
Stream = Iowa River
•
Gage Zero = N/A
•
Flood Stage = N/A
•
Record Stage = N/A
•
Lat 41°16'45" - Long 91°20'44"
•
•
River Mile = 28.6
•
Location of Gage = on right bank 15 feet downstream from bridge on State
Highway 92, 0.5 mile downstream Cedar River, and 0.4 mile east of Columbus
Junction, IA.
Bridge over the Iowa River
18
IOWA RIVER AT COLUMBUS JUNCTION, IOWA (CJTI4)
LACMRERS 4/8/03
100000
1995-2001
2002
GH<12.39 ft
Discharge, Q (cfs)
GH>12.39 ft
10000
IIHR2
IIHR3
IIHR4
IIHR1
1000
5
10
15
20
25
30
Figure 6 Log-linear stage-discharge relationships developed for CJTI4
19
DATE:
4/20/2003
CJTI4 - IOWA RIVER AT COLUMBUS JUNCTION, IOWA
Q=10
-1.299
Q=10
0.935
GAGE
HEIGHT,
GH
(FEET)
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
4.851
*GH
2.807
*GH
DIFF. IN
DISCHARGE
PER FOOT
0
299
632
1208
2138
3565
5660
8632
11530
14197
17230
20652
24483
28744
33455
38636
44307
50487
57197
64455
72280
0.1
324
677
1283
2256
3741
5914
8987
11781
14483
17555
21017
24890
29195
33952
39181
44902
51134
57898
65212
0.2
351
724
1361
2379
3924
6177
9353
12035
14773
17883
21385
25301
29650
34453
39731
45502
51786
58604
65974
0.3
379
774
1444
2507
4114
6449
9730
12293
15067
18215
21758
25716
30109
34959
40285
46107
52444
59316
66742
0.4
409
827
1530
2640
4312
6731
10098
12554
15365
18551
22135
26135
30574
35470
40845
46717
53107
60033
67516
0.5
441
883
1620
2779
4516
7022
10328
12819
15666
18891
22515
26559
31042
35986
41409
47332
53775
60756
68296
0.6
475
942
1715
2924
4729
7323
10562
13087
15971
19236
22901
26987
31516
36506
41979
47953
54448
61485
69081
0.7
511
1003
1814
3075
4949
7634
10799
13359
16280
19584
23290
27420
31994
37031
42553
48579
55127
62219
69872
0.8
549
1068
1917
3232
5178
7956
11039
13635
16593
19936
23684
27857
32476
37561
43133
49210
55812
62959
70669
Table 6 Rating table developed for CJTI4
20
0.9
589
1136
2025
3395
5415
8289
11283
13914
16910
20292
24081
28298
32963
38096
43717
49846
56502
63704
71472
576
931
1426
2095
2972
2898
2666
3034
3422
3831
4261
4711
5181
5671
6180
6710
7258
7825
4. DES MOINES RIVER NEAR EDDYVILLE, IA (EDYI4)
• Gage Description - EDYI4 - Des Moines River near Eddyville, IA
•
Stream = Des Moines River
•
•
Flood Stage = N/A
•
Record Stage = N/A
•
Lat 41°08'59" - Long 92°38'04"
•
•
River Mile =
•
Location of Gage = on downstream guard rail of bridge on State Highway 137, at
south edge of Eddyville, 0.35 mi upstream from Miller Creek, and 1.5 mi
downstream from Grays Creek.
Downstream View
21
DES MOINES RIVER NEAR EDDYVILLE, IOWA (EDYI4)
LACMRERS 4/8/03
100000
Discharge, Q (cfs)
10000
IIHR2
IIHR3
IIHR4
1000
IIHR1
1990-2001
2002
GH<50.57ft
50.57 ft<GH<55.08 ft
GH>55.08 ft
100
40
45
50
55
60
65
70
75
80
Figure 7 Log-linear stage-discharge relationships developed for EDYI4
22
DATE:
5/5/2003
EDYI4 - DES MOINES RIVER NEAR EDDYVILLE, IOWA
-53.762
Q=10
Q=10 -20.493 *GH 14.142
Q=10
GAGE
HEIGHT,
GH
(FEET)
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
-8.903
*GH
33.667
*GH
7.485
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
165
178
191
206
221
238
256
275
295
317
341
366
393
422
453
487
522
561
602
645
692
743
796
854
916
981
1052
1127
1208
1294
1386
1485
1590
1703
1823
1951
2088
2235
2391
2558
2737
2927
3130
3347
3579
3826
4047
4161
4279
4400
4523
4650
4781
4915
5052
5193
5337
5485
5637
5793
5953
6117
6285
6457
6634
6815
7001
7192
7387
7588
7793
8004
8219
8441
8667
8900
9138
9382
9632
9889
10151 10420 10696 10978 11268 11564 11868 12179 12498 12824
13159 13475 13659 13845 14034 14224 14417 14613 14810 15010
15212 15417 15623 15833 16044 16259 16475 16694 16916 17140
17367 17596 17828 18063 18300 18540 18783 19028 19277 19528
19782 20038 20298 20560 20826 21094 21366 21640 21917 22198
22482 22768 23058 23352 23648 23948 24250 24557 24866 25179
25495 25815 26138 26465 26796 27129 27467 27808 28153 28501
28853 29209 29569 29932 30300 30671 31046 31426 31809 32196
32588 32983 33383 33787 34195 34607 35023 35444 35870 36300
36734 37172 37616 38063 38516 38973 39435 39901 40372 40848
41329 41815 42306 42802 43302 43808 44319 44835 45356 45883
46415 46952 47495 48043 48596 49155 49719 50289 50865 51447
52034 52627 53226 53831 54441 55058 55681 56310 56945 57586
58233 58887 59547 60213 60886 61566 62252 62944 63644 64350
65062 65782 66508 67242 67982 68730 69484 70246 71015 71791
72575 73366 74164 74970 75784 76605 77434 78270 79115 79967
80827 81696 82572 83457 84349 85250 86160 87077 88003 88938
89881 90833 91794 92763 93741 94729 95725 96730 97744 98768
99801 100843 101895 102956 104026 105107 106197 107296 108406 109526
110655 111795 112945 114105 115275 116456 117647 118849 120061 121284
122518
Table 7 Rating table developed for EDYI4
23
DIFF. IN
DISCHARGE
PER FOOT
352
694
1351
1787
1430
1840
2358
3008
2053
2155
2415
2700
3014
3358
3734
4146
4596
5086
5619
6199
6829
7512
8253
9054
9920
10854
11863
5. WEST FORK DES MOINES RIVER NEAR EMMETSBURG, IA (EMTI4)
• Gage Description - EMTI4 - W. Des Moines River near Emmetsburg, IA
•
Stream = West Fork Des Moines River
•
•
•
•
Lat 43°07'35" - Long 94°42'24"
•
•
River mile = 380.6
•
Location of Gage = on left bank 15 ft downstream from bridge on US Highway
18, 3.0 miles downstream from Jack Creek, and 0.5 mile northwest of
Emmetsburg, IA.
Downstream View
24
WEST FORK DES MOINES RIVER NEAR EMMETSBURG, IOWA (EMTI4)
LACMRERS 4/27/03
Discharge, Q (cfs)
10000
1000
IIHR4
IIHR1
IIHR3
100
IIHR2
1995-2001
2002-2003
GH<10.56 ft
GH>10.56 ft
10
5
10
15
20
25
30
Figure 8 Log-linear stage-discharge relationships developed for EMTI4
25
DATE:
5/5/2003
EMTI4 - WEST FORK DES MOINES RIVER NEAR EMMETSBURG, IOWA
Q=10
-7.426
*GH
10.148
Q=10
-0.316
*GH
3.201
GAGE
HEIGHT,
GH
(FEET)
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
DIFF. IN
DISCHARGE
PER FOOT
0
14.1
54.8
181
527
1041
1376
1777
2253
2810
3455
4194
5037
5988
7057
8249
9574
11038
12649
0.1
16.3
62.1
203
583
1072
1413
1821
2305
2870
3524
4274
5127
6090
7170
8376
9714
11192
0.2
18.8
70.4
226
645
1103
1450
1866
2358
2931
3595
4354
5218
6192
7285
8504
9855
11348
0.3
21.6
79.6
252
712
1135
1489
1912
2411
2994
3666
4436
5310
6296
7401
8633
9998
11506
0.4
24.8
89.9
281
785
1167
1528
1958
2466
3057
3739
4519
5404
6401
7518
8763
10143
11664
0.5
28.5
101
313
865
1200
1568
2005
2521
3121
3812
4602
5498
6507
7637
8895
10288
11825
0.6
32.5
114
348
925
1234
1608
2053
2577
3186
3887
4687
5594
6615
7757
9028
10435
11987
0.7
37.2
128
387
953
1268
1649
2102
2634
3251
3962
4773
5691
6723
7878
9162
10584
12150
0.8
42.4
144
430
982
1303
1691
2152
2692
3318
4039
4860
5789
6833
8001
9298
10734
12315
Table 8 Rating table developed for EMTI4
26
0.9
48.2
162
476
1011
1339
1734
2202
2750
3386
4116
4948
5888
6944
8124
9435
10885
12481
126
346
514
334
402
476
557
645
740
842
952
1069
1193
1325
1464
1611
6. WEST FORK DES MOINES RIVER NEAR ESTHERVILLE, IA (ESVI4)
• Gage Description - ESVI4 - W. Des Moines River near Estherville, IA
•
•
Gage Zero = 1,247.55 feet NGVD (1929)
•
•
•
Lat 43°23'51" - Long 94°50'38"
•
•
River Mile = 404.2
•
Location of Gage = Emmet County, city park in Estherville, IA; right bank; 1200
ft. downstream of State highway 9 bridge; 0.1 mi. upstream from School Creek,
2.3 mi. upstream from Brown Creek. at mile 404.2.
Downstream View
27
WEST FORK DES MOINES RIVER NEAR ESTHERVILLE, IOWA (ESVI4)
LACMRERS 4/8/03
10000
Discharge, Q (cfs)
1000
IIHR3
100
IIHR4
IIHR1
IIHR2
1996-2001
10
2002
GH<2.45ft
2.45 ft<GH<4.74 ft
GH>4.74 ft
1
1
10
Figure 9 Log-linear stage-discharge relationships developed for ESVI4
28
DATE:
5/5/2003
ESVI4 - WEST FORK DES MOINES RIVER NEAR ESTHERVILLE, IOWA
Q=10
-0.483
Q=10
1.028
*GH
3.072
Q=10
2.093
*GH
1.496
GAGE
HEIGHT,
GH
(FEET)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
*GH
6.946
DIFF. IN
DISCHARGE
PER FOOT
0
0.3
40.5
312
754
1376
1808
2277
2780
3316
3882
4476
5099
5747
6421
0.1
0.6
56.9
345
814
1418
1853
2325
2832
3371
3940
4537
5162
5814
0.2
1.2
78.6
380
876
1459
1899
2375
2885
3426
3998
4599
5226
5880
0.3
2.0
107
418
942
1502
1945
2424
2937
3482
4057
4660
5291
5947
0.4
3.4
144
458
1011
1544
1991
2474
2990
3538
4116
4722
5355
6014
0.5
5.5
178
501
1083
1587
2038
2524
3044
3595
4175
4784
5420
6081
0.6
8.6
201
546
1159
1630
2085
2575
3098
3652
4235
4847
5485
6149
0.7
13.1
226
594
1238
1674
2132
2625
3152
3709
4295
4909
5550
6216
Table 9 Rating table developed for ESVI4
29
0.8
19.5
252
644
1295
1718
2180
2677
3206
3766
4355
4972
5616
6284
0.9
28.4
281
698
1335
1763
2228
2728
3261
3824
4416
5035
5681
6353
271
443
622
432
469
503
536
566
595
622
649
674
7. BOONE RIVER NEAR GOLDFIELD, IA (GLDI4)
• Gage Description - GLDI4 - Boone River near Goldfield, IA
•
Stream = Boone River
•
Gage Zero = N/A feet NGVD (1929)
•
Flood Stage = N/A
•
Record Stage = N/A
•
Lat 42°43'34" - Long 93°58'02"
•
Drainage Area = 418 sq. mi.
•
River Mile = N/A
•
Location of Gage = on left bank 15 ft downstream from bridge on county
•
highway, 1 mile upstream from ditch #9, and 1.5 miles south of Goldfield, IA.
Downstream View
30
BOONE RIVER NEAR GOLDFIELD, IOWA (GLDI4)
LACMRERS 4/27/03
Discharge, Q (cfs)
1000
IIHR 4
100
IIHR 3
IIHR1
IIHR2
10
1995-2001
2002-2003
OUTLIER
GH<9.35 ft
RUST23
1
5
GH>9.35 ft
10
15
20
25
30
Figure 10 Log-linear stage-discharge relationships developed for GLDI4
31
DATE:
5/5/2003
GLDI4 - BOONE RIVER NEAR GOLDFIELD, IOWA
Q=10
-10.439
Q=10
-1.037
GAGE
HEIGHT,
GH
(FEET)
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
*GH
*GH
13.278
3.592
DIFF. IN
DISCHARGE
PER FOOT
0
6.1
35.7
170
359
506
691
921
1202
1540
1942
2414
2964
3600
4328
5157
0.1
7.3
42.1
197
372
522
712
947
1233
1577
1986
2466
3024
3668
4406
0.2
8.8
49.5
228
385
539
733
973
1265
1615
2030
2518
3084
3738
4486
0.3
10.6
58.1
263
399
557
755
1000
1297
1654
2076
2571
3146
3808
4566
0.4
12.7
68.2
287
413
575
777
1027
1330
1693
2122
2625
3208
3880
4647
0.5
15.1
79.8
299
428
593
800
1055
1363
1733
2169
2679
3271
3952
4730
0.6
18.0
93.2
310
443
612
823
1083
1398
1773
2216
2735
3335
4025
4813
0.7
21.5
109
322
458
631
847
1112
1432
1814
2265
2791
3400
4099
4897
0.8
25.5
126
334
473
650
871
1141
1468
1856
2314
2848
3466
4175
4983
Table 10 Rating table developed for GLDI4
32
0.9
30.2
147
346
489
670
896
1171
1503
1899
2364
2906
3532
4251
5070
135
189
147
185
230
281
338
402
472
550
635
728
829
8. NORTH RACCOON RIVER NEAR LANESBORO, IA (LKCI4)
• Gage Description - LKCI4 - N. Raccoon River near Lanesboro, IA
•
Stream = North Raccoon River
•
Gage Zero = N/A
•
Flood Stage = N/A
•
Record Stage = N/A
•
Lat 42°10'08" - Long 94°43'34"
•
•
River Mile = N/A
•
Location of Gage = on left bank 15 ft downstream from bridge on State Highway
286, 1.5 miles downstream from Elk Run, and 1.5 miles southwest of Lanesboro,
IA.
Downstream View
33
NORTH RACCOON RIVER NEAR LANESBORO, IOWA (LKCI4)
LACMRERS 4/8/03
Discharge, Q (cfs)
10000
1000
IIHR4
IIHR3
IIHR2
IIHR1
100
1995-2001
2002
GH<8.85 FT
8.85 FT<GH<11.48 ft
GH>11.48 ft
10
5
10
15
20
25
Figure 11 Log-linear stage-discharge relationships developed for LKCI4
34
DATE:
5/5/2003
LKCI4 - NORTH RACCOON RIVER NEAR LANESBORO, IOWA
Q=10
-12.647
Q=10
-2.964
*GH
5.852
Q=10
-0.503
*GH
3.530
GAGE
HEIGHT,
GH
(FEET)
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
*GH
16.079
DIFF. IN
DISCHARGE
PER FOOT
0
8.7
74.8
417
773
1350
2025
2687
3490
4453
5592
6926
8475
10257
12292
14603
17209
0.1
11
91.3
445
819
1423
2086
2760
3579
4558
5716
7071
8642
10448
12511
14850
0.2
13.7
111
474
868
1500
2147
2836
3669
4666
5842
7218
8812
10643
12732
15100
0.3
17.2
135
505
919
1580
2210
2912
3761
4775
5971
7367
8984
10840
12956
15353
0.4
21.3
164
538
972
1663
2274
2990
3855
4886
6101
7519
9158
11039
13182
15609
0.5
26.5
198
572
1028
1743
2339
3070
3950
4999
6233
7672
9335
11241
13412
15868
0.6
32.8
239
609
1087
1797
2406
3151
4047
5114
6368
7828
9514
11446
13644
16130
0.7
40.4
288
647
1148
1852
2474
3233
4146
5230
6504
7986
9696
11654
13880
16395
0.8
49.8
346
687
1212
1909
2544
3317
4246
5349
6643
8147
9881
11864
14118
16663
Table 11 Rating table developed for LKCI4
35
0.9
61.1
391
729
1279
1966
2615
3403
4349
5469
6783
8309
10067
12077
14359
16934
342
356
577
676
661
803
962
1139
1334
1549
1782
2036
2310
2606
9. NORTH FORK ENGILISH RIVER NEAR PARNELL, IA (NEPI4)
• Gage Description - NEPI4 - N. Fork English River near Parnell, IA
•
Stream = North Fork English River
•
Gage Zero = N/A
•
Flood Stage = N/A
•
Record Stage = N/A
•
Lat 41°33'45" - Long 92°04'15"
•
•
River Mile = 3.5
•
Location of Gage = 15 ft downstream from bridge on County Highway F67, 3.5
miles upstream from South English River, and 4.0 miles south of Parnell, IA.
Downstream View
36
NORTH FORK ENGLISH RIVER NEAR PARNELL, IOWA (NEPI4)
LACMRERS 4/9/03
10000
Discharge, Q (cfs)
1000
100
IIHR4
IIHR3
IIHR2
IIHR1
10
1995-2001
2002
GH<14.66 ft
14.66 ft<GH<16.19 ft
GH>16.19 ft
1
10
15
20
25
30
Figure 12 Log-linear stage-discharge relationships developed for NEPI4
37
DATE:
5/5/2003
NEPI4 - NORTH FORK ENGLISH RIVER NEAR PARNELL, IOWA
Q=10
-35.041
*GH
31.818
Q=10
-17.075
*GH
16.411
Q=10
-3.622
GAGE
HEIGHT,
GH
(FEET)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
*GH
5.286
DIFF. IN
DISCHARGE
PER FOOT
0
2.5
26.7
168
485
762
1031
1372
1800
2329
2979
3768
4718
5855
7204
8794
10658
12830
15348
0.1
3.2
33.5
188
537
786
1062
1411
1848
2389
3051
3855
4823
5980
7351
8968
10861
13066
0.2
4.1
41.9
209
591
811
1093
1451
1897
2449
3125
3944
4930
6107
7501
9144
11067
13305
0.3
5.2
52.4
233
610
836
1125
1491
1947
2511
3200
4035
5039
6236
7654
9323
11276
13548
0.4
6.6
65.4
259
631
862
1158
1532
1999
2574
3277
4127
5149
6367
7809
9505
11488
13794
0.5
8.4
81.5
288
651
889
1192
1574
2051
2638
3355
4222
5262
6501
7967
9690
11703
14044
0.6
10.6
102
320
672
916
1226
1618
2104
2704
3434
4317
5376
6637
8127
9878
11922
14297
0.7
13.4
121
356
694
944
1262
1662
2159
2770
3515
4415
5493
6775
8290
10068
12144
14554
0.8
16.9
135
395
716
972
1298
1707
2215
2838
3598
4514
5611
6916
8455
10262
12369
14815
Table 12 Rating table developed for NEPI4
38
0.9
21.3
151
438
739
1001
1335
1753
2271
2908
3682
4615
5732
7058
8623
10458
12598
15080
142
317
277
269
341
428
530
649
789
951
1136
1349
1590
1864
2172
2518
10. NORTH RACCOON RIVER NEAR PERRY, IA (PROI4)
• Gage Description - PROI4 - N. Raccoon River near Perry, IA
•
Stream = North Raccoon River
•
Gage Zero = N/A
•
•
Record Stage = N/A
•
Lat 41°50'10" - Long 94°07'34"
•
•
River Mile = N/A
•
Location of Gage = On left bank 15 ft downstream from bridge on State Highway
141, 1.5 miles upstream from Frog Creek, and 1.5 miles west of Perry, IA.
Downstream View
39
NORTH RACCOON RIVER NEAR PERRY, IOWA (PROI4)
LACMRERS 4/11/03
10000
Discharge, Q (cfs)
IIHR2
1000
IIHR3
IIHR4
IIHR1
100
1995-2001
2002
GH<5.65 ft
GH>5.65 ft
10
2
3
4
5
6 7 8 910
20
30
Figure 13 Log-linear stage-discharge relationships developed for PROI4
40
DATE:
5/5/2003
PROI4 - NORTH RACCOON RIVER NEAR PERRY, IOWA
Q=10
-0.508
Q=10
1.235
GAGE
HEIGHT,
GH
(FEET)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
*GH
*GH
4.660
2.342
DIFF. IN
DISCHARGE
PER FOOT
0
7.8
51.9
198
561
1141
1638
2239
2950
3776
4720
5787
6980
8303
9759
11351
13083
14957
16976
19143
21460
0.1
9.9
60.5
223
616
1186
1693
2305
3027
3865
4821
5900
7106
8443
9912
11518
13264
15153
17186
19368
0.2
12.2
70.1
249
674
1233
1749
2372
3106
3955
4923
6015
7234
8583
10067
11687
13447
15349
17398
19594
0.3
15.1
81.0
278
736
1280
1807
2441
3186
4046
5027
6131
7363
8726
10222
11856
13630
15548
17611
19822
0.4
18.4
93.0
309
803
1328
1865
2510
3266
4139
5132
6249
7493
8869
10379
12027
13816
15747
17825
20052
0.5
22.2
107
344
875
1377
1925
2581
3348
4233
5238
6367
7625
9014
10538
12200
14002
15948
18041
20283
0.6
26.7
121
381
952
1427
1986
2652
3432
4328
5345
6487
7758
9160
10698
12374
14190
16151
18258
20515
0.7
31.8
138
421
1012
1478
2047
2725
3516
4424
5454
6609
7892
9308
10859
12549
14380
16355
18477
20749
0.8
37.6
156
464
1054
1530
2110
2799
3601
4522
5564
6731
8028
9457
11022
12726
14571
16561
18698
20985
Table 13 Rating table developed for PROI4
41
0.9
44.3
176
511
1097
1583
2174
2874
3688
4620
5675
6855
8165
9607
11186
12904
14763
16768
18920
21222
147
363
580
496
601
711
826
944
1067
1193
1323
1456
1592
1732
1874
2019
2167
2317
11. IOWA RIVER NEAR STEAMBOAT ROCK, IA (STBI4)
• Gage Description - STBI4 - Iowa River near Steamboat Rock, IA
•
Stream = Iowa River
•
•
Flood Stage = N/A
•
Record Stage = 16.42 feet Date 03/08/65
•
Lat 42° 24'26" - Long 93°04'19"
•
•
River Mile = 258.1
•
Location of Gage = Hardin County, Streamboat Rock, IA; on right bank 400 ft
upstream from bridge on county highway D35 in Steamboat Rock, and at mile
258.1.
Downstream View
42
IOWA RIVER AT STEAMBOAT ROCK, IOWA (STBI4)
LACMRERS 4/11/03
Discharge, Q (cfs)
10000
1000
IIHR3
IIHR1
IIHR2
IIHR4
100
1992-2001: BAR1-BAR2 & ET1-ET12
2002: IIHR1-IIHR4
Outliers: All the Others
GH<5.99 ft
GH>5.99 ft
10
5
10
15
20
Figure 14 Log-linear stage-discharge relationships developed for STBI4
43
DATE:
5/5/2003
STBI4 - IOWA RIVER AT STEAMBOAT ROCK, IOWA
Q=10
-7.408
Q=10
0.135
GAGE
HEIGHT,
GH
(FEET)
4
5
6
7
8
9
10
11
12
13
14
15
16
*GH
*GH
13.078
3.376
DIFF. IN
DISCHARGE
PER FOOT
0
2.9
54.1
578
973
1527
2273
3243
4475
6002
7865
10100
12749
15853
0.1
4.0
70.1
611
1021
1592
2359
3354
4613
6173
8071
10346
13039
0.2
5.5
90.3
646
1070
1660
2448
3468
4755
6347
8281
10596
13332
0.3
7.5
116
682
1121
1729
2539
3584
4900
6524
8494
10850
13631
0.4
10.2
148
719
1174
1800
2632
3703
5048
6705
8712
11108
13934
0.5
13.6
188
758
1228
1874
2728
3824
5199
6889
8933
11371
14242
0.6
18.2
238
798
1284
1949
2826
3949
5353
7077
9159
11637
14554
0.7
24.1
300
839
1342
2027
2927
4076
5511
7268
9388
11909
14872
0.8
31.7
377
882
1402
2107
3030
4206
5671
7464
9621
12184
15194
Table 14 Rating table developed for STBI4
44
0.9
41.5
471
927
1464
2189
3135
4339
5835
7662
9859
12465
15521
524
395
554
746
971
1231
1528
1862
2236
2649
3104
12. IOWA RIVER NEAR TAMA, IA (TAMI4)
• Gage Description - TAMI4 - Iowa River near Tama, IA
•
Stream = Iowa River
•
•
•
•
Lat 41°37'11" - Long 92°34'36"
•
•
River Mile = 188.5
•
Location of Gage = on right bank at downstream side of bridge on State Highway
63 south side of Tama, 0.45 miles downstream from Deer Creek, and at mile
188.5.
Wire Gage on the Bridge
Downstream View
45
IOWA RIVER NEAR TAMA, IOWA (TAMI4)
LACMRERS 4/10/03
Discharge, Q (cfs)
10000
1000
IIHR3
IIHR1
IIHR2
IIHR4
1993-2001
2002
GH<9.68 ft
9.68 ft<GH<17.62 ft
GH>17.62 ft
100
5
10
15
20
25
30
Figure 15 Log-linear stage-discharge relationships developed for TAMI4
46
DATE:
5/5/2003
TAMI4 - IOWA RIVER NEAR TAMA, IOWA
Q=10
-3.397
*GH
6.389
Q=10
-0.480
*GH
3.430
Q=10
-2.304
*GH
4.894
GAGE
HEIGHT,
GH
(FEET)
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
DIFF. IN
DISCHARGE
PER FOOT
0
101
236
501
891
1236
1666
2192
2826
3581
4468
5501
6907
9000
11568
14687
18442
22924
28233
34476
0.1
110
256
537
922
1275
1714
2250
2896
3664
4565
5613
7097
9234
11853
15033
18856
23416
28813
0.2
120
276
576
954
1315
1763
2310
2967
3747
4663
5726
7291
9473
12145
15385
19278
23917
29403
0.3
132
299
618
986
1355
1813
2370
3040
3833
4762
5841
7489
9717
12442
15743
19706
24425
30003
0.4
143
322
661
1020
1397
1864
2432
3113
3919
4863
5958
7692
9966
12745
16108
20143
24943
30612
0.5
156
348
707
1054
1439
1916
2495
3188
4007
4966
6076
7898
10220
13053
16480
20586
25469
31231
0.6
170
375
756
1088
1483
1969
2559
3264
4097
5070
6196
8110
10479
13368
16858
21038
26004
31859
0.7
185
403
803
1124
1527
2023
2624
3341
4187
5175
6362
8325
10743
13689
17244
21498
26547
32498
0.8
201
434
832
1161
1572
2078
2690
3420
4280
5282
6540
8545
11012
14015
17636
21965
27100
33147
Table 15 Rating table developed for TAMI4
47
0.9
218
466
861
1198
1619
2135
2758
3500
4373
5391
6721
8770
11287
14348
18036
22441
27662
33807
265
391
345
430
526
634
755
887
1033
1406
2092
2568
3120
3755
4482
5309
6243
13. DEER CREEK NEAR TOLEDO, IA (TOLI4)
• Gage Description - TOLI4 - Deer Creek near Toledo, IA
•
Stream = Deer Creek
•
Gage Zero = N/A
•
Flood Stage = N/A
•
Record Stage = N/A
•
Lat 42°00'00" - Long 92°35'10"
•
•
River Mile = N/A
•
Location of Gage = on right bank 15 ft downstream from bridge on County
Highway E43, 1.0 mile south of mouth of Jordan Creek, and 1.0 mile north of
Toledo, IA.
Downstream View
48
DEER CREEK NEAR TOLEDO, IOWA (TOLI4)
LACMRERS 4/27/03
1000
Discharge, Q (cfs)
100
IIHR1
IIHR3
10
IIHR4
IIHR2
1997-2001
2002-2003
GH<4.9 ft
GH>4.9 ft
1
3
4
5
6
7
8
9
10
Figure 16 Log-linear stage-discharge relationships developed for TOLI4
49
DATE:
5/5/2003
TOLI4 - DEER CREEK NEAR TOLEDO, IOWA
Q=10
-7.785
*GH
14.073
Q=10
-0.805
*GH
3.961
GAGE
HEIGHT,
GH
(FEET)
3
4
5
6
7
8
9
10
11
12
13
14
15
16
DIFF. IN
DISCHARGE
PER FOOT
0
0.1
4.9
92.0
189
349
592
944
1432
2089
2949
4049
5430
7137
9216
0.1
0.1
6.9
100
202
369
622
986
1490
2165
3047
4174
5585
7327
0.2
0.2
9.7
107
216
390
653
1029
1549
2244
3148
4301
5744
7521
0.3
0.3
13.5
116
230
412
685
1074
1610
2324
3252
4432
5906
7719
0.4
0.5
18.6
125
245
435
718
1121
1673
2407
3358
4565
6071
7921
0.5
0.7
25.6
134
260
458
752
1169
1738
2491
3466
4702
6240
8127
0.6
1.1
34.8
144
276
483
788
1218
1804
2578
3577
4841
6412
8336
0.7
1.6
47.1
155
293
509
825
1269
1872
2667
3691
4984
6588
8550
0.8
2.4
63.4
166
311
535
863
1322
1943
2759
3808
5129
6767
8768
Table 16 Rating table developed for TOLI4
50
0.9
3.4
84.9
177
329
563
903
1376
2015
2853
3927
5278
6950
8990
87
97
159
243
352
489
657
860
1100
1381
1707
2079
14. WEST FORK DES MOINES RIVER NEAR WINDOM, MN (WDOM5)
• Gage Description - WDOM5 - W. Des Moines River near Windom, MN
•
•
Gage Zero = N/A
•
•
Record Stage = N/A
•
Lat 43°53'26" - Long 95°09'35"
•
Drainage Area = N/A
•
River Mile = 450.8
•
Location of Gage = North Side of City of Windom, MN Golf Course.
Downstream View
51
WEST FORK DES MOINES RIVER NEAR WINDOM, MINNESOTA (WDOM5)
LACMRERS 4/11/03
10000
Discharge, Q (cfs)
1000
IIHR3
100
IIHR1
IIHR4
1995-2001
IIHR2
2002
10
GH<12.01 ft
12.01 ft<GH<14.44 ft
GH>14.44 ft
1
10
15
20
25
Figure 17 Log-linear stage-discharge relationships developed for WDOM5
52
DATE:
5/5/2003
WDOM5 - WEST FORK DES MOINES RIVER NEAR WINDOM, MINNESOTA
Q=10
-45.910
Q=10
-7.457
*GH
8.886
Q=10
-3.001
*GH
5.043
GAGE
HEIGHT,
GH
(FEET)
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
*GH
44.505
DIFF. IN
DISCHARGE
PER FOOT
0
0.0
2.7
132
276
534
851
1179
1600
2135
2804
3632
4645
5873
7348
9108
11190
13637
16496
19816
0.1
0.1
4.1
146
296
569
880
1216
1648
2195
2879
3724
4757
6009
7511
9301
11417
13903
16806
0.2
0.1
6.1
157
317
606
910
1255
1697
2257
2956
3818
4872
6147
7676
9497
11648
14174
17121
0.3
0.1
9.1
169
339
645
941
1294
1748
2320
3034
3915
4989
6288
7845
9696
11883
14449
17441
0.4
0.2
13.4
182
362
686
972
1335
1799
2385
3115
4013
5108
6431
8016
9899
12122
14728
17765
0.5
0.3
19.8
195
387
717
1004
1377
1852
2451
3196
4113
5230
6577
8190
10106
12365
15012
18095
0.6
0.5
29.1
209
413
743
1037
1419
1906
2519
3280
4215
5354
6726
8368
10315
12611
15300
18429
0.7
0.8
42.6
225
441
769
1071
1463
1961
2588
3365
4320
5480
6878
8548
10529
12862
15592
18768
0.8
1.2
62.2
241
470
796
1106
1507
2018
2658
3452
4426
5608
7032
8731
10745
13116
15889
19113
Table 17 Rating table developed for WDOM5
53
0.9
1.8
90.6
258
501
823
1142
1553
2076
2730
3541
4534
5739
7189
8918
10966
13374
16190
19462
129
145
258
317
327
422
535
669
828
1013
1228
1476
1759
2082
2447
2859
3321
15. BEAVER CREEK NEAR WOODWARD, IA (WWDI4)
• Gage Description - WWDI4 - Beaver Creek near Woodward, IA
•
Stream = Beaver Creek
•
Gage Zero = N/A feet NGVD (1929)
•
Flood Stage = N/A
•
Record Stage = N/A
•
Lat 41°47'31" - Long 93°57'20"
•
•
River Mile = N/A
•
Location of Gage = 15 ft downstream from bridge on county highway, 3.5 miles
downstream from Little Beaver Creek, and 3.5 miles south of Woodward, IA.
Downstream View
54
BEAVER CREEK NEAR WOODWARD, IOWA (WWDI4)
LACMRERS 4/11/03
10000
Discharge, Q (cfs)
1000
100
IIHR2
IIHR3
IIHR4
10
1995-2001
1
2002
IIHR1
GH<11.52 ft
11.52 ft<GH<14.42 ft
GH>14.42 ft
0.1
10
15
20
25
30
Figure 18 Log-linear stage-discharge relationships developed for WWDI4
55
DATE:
5/5/2003
WWDI4 - BEAVER CREEK NEAR WOODWARD, IOWA
Q=10
-61.171
Q=10
-9.125
*GH
10.356
Q=10
-1.747
*GH
3.990
GAGE
HEIGHT,
GH
(FEET)
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
*GH
59.393
DIFF. IN
DISCHARGE
PER FOOT
0
0
4.8
113
258
555
882
1141
1454
1826
2266
2780
3378
4067
4856
5755
6773
7920
0.1
0
8.2
123
279
598
906
1170
1488
1867
2314
2836
3443
4141
4941
5851
6882
0.2
0.1
14
134
302
643
930
1199
1523
1909
2363
2893
3508
4217
5027
5949
6992
0.3
0.1
23.7
145
326
691
955
1229
1559
1951
2412
2951
3575
4293
5114
6047
7103
0.4
0.2
40
158
353
743
980
1260
1595
1994
2462
3009
3642
4370
5202
6147
7216
0.5
0.3
67.1
172
381
771
1006
1291
1632
2037
2513
3068
3711
4448
5291
6249
7330
0.6
0.5
79.2
186
411
792
1032
1322
1670
2081
2565
3129
3780
4528
5382
6351
7445
0.7
0.9
86.5
202
444
814
1058
1354
1708
2126
2618
3190
3850
4608
5473
6455
7562
0.8
1.6
94.5
219
478
836
1086
1387
1747
2172
2671
3251
3921
4690
5566
6559
7680
Table 18 Rating table developed for WWDI4
56
0.9
2.8
103
238
515
859
1113
1420
1786
2219
2725
3314
3994
4773
5660
6666
7800
108
145
297
327
259
312
372
440
515
598
689
789
899
1018
1147
APPENDIX I
ANALYSIS OF FEILD VELOCITY DATA
FOR FIFTEEN GAGING STATIONS
57
AGNI4_9-5-02 (TRIP 1)
AGNI4_9-5-02 (TRIP 1)
Gage = 7.26' at 12:00
W = 115'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.000
-0.574
0.0
4.6
9.2
13.8
18.4
23.0
27.6
32.2
36.8
36.8
41.4
41.4
46.0
46.0
50.6
50.6
55.2
55.2
59.8
59.8
64.4
64.4
69.0
69.0
73.6
73.6
78.2
78.2
82.8
82.8
87.4
87.4
92.0
92.0
96.6
101.2
105.8
110.4
115.0
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
4.6
4.6
4.6
1.3
1.8
2.1
2.4
2.4
2.6
2.9
3.0
3.0
3.8
3.8
4.1
4.1
4.1
4.1
4.3
4.3
4.2
4.2
4.3
4.3
4.4
4.4
4.1
4.1
4.0
4.0
3.7
3.7
3.4
3.4
3.0
3.0
2.7
2.0
1.8
1.3
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.6
5
5
5
10
10
10
10
10
10
9
9
9
10
8
14
6
10
10
10
5
9
5
8
5
7
6
5
2
3
3
3
2
4
4
1
2
0
53
40
28
47
48
62
46
46
39
42
32
44
40
40
55
35
41
55
43
42
44
34
43
39
42
56
34
32
24
40
27
28
46
36
55
47
0
0.23
0.29
0.41
0.49
0.48
0.37
0.50
0.50
0.58
0.49
0.64
0.47
0.57
0.46
0.58
0.40
0.56
0.42
0.53
0.28
0.47
0.34
0.43
0.30
0.39
0.25
0.34
0.16
0.29
0.18
0.26
0.18
0.21
0.26
0.06
0.11
0.00
58
Vc
a (sq ft)
(ft/s)
0.23
0.29
0.41
0.49
0.48
0.37
0.50
0.54
0.00
0.56
0.00
0.52
0.00
0.52
0.00
0.48
0.00
0.47
0.00
0.37
0.00
0.39
0.00
0.34
0.00
0.30
0.00
0.22
0.00
0.22
0.00
0.19
0.00
0.26
0.06
0.11
0.00
q (cfs)
5.98
8.28
9.66
11.04
11.04
11.96
13.34
13.80
0.00
17.48
0.00
18.86
0.00
18.86
0.00
19.78
0.00
19.32
0.00
19.78
0.00
20.24
0.00
18.86
0.00
18.40
0.00
17.02
0.00
15.64
0.00
13.80
0.00
12.42
9.20
8.28
5.98
1.35
2.43
3.98
5.38
5.27
4.47
6.63
7.46
0.00
9.86
0.00
9.79
0.00
9.79
0.00
9.41
0.00
9.17
0.00
7.41
0.00
7.80
0.00
6.47
0.00
5.49
0.00
3.82
0.00
3.49
0.00
2.66
0.00
3.27
0.53
0.00
0.00
339.02
125.95
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
270
235
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-180
-145
AGNI4_9-26-02 (TRIP 2)
AGNI4_9-26-02 (TRIP 2)
Gage = 6.95' at 10:00
W = 113'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
0.000
0.000
0.766
0.766
0.000
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.766
0.766
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
1.000
0.000
0.866
1.000
1.000
0.0
3.6
8.2
12.8
17.4
22.0
26.6
31.2
35.8
35.8
40.4
40.4
45.0
45.0
49.6
49.6
54.2
54.2
58.8
58.8
63.4
63.4
68.0
68.0
72.6
72.6
77.2
77.2
81.8
81.8
86.4
86.4
91.0
95.6
100.2
104.8
109.4
113.0
3.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
4.6
4.6
4.6
4.6
1.1
1.6
1.9
2.0
2.3
2.3
2.6
3.2
3.2
3.6
3.6
3.8
3.8
4.1
4.1
4.1
4.1
4.0
4.0
4.0
4.0
4.1
4.1
3.9
3.9
3.8
3.8
3.2
3.2
3.1
3.1
2.8
2.8
1.8
1.7
1.2
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.6
0.6
3 81.0
3 65.5
4 69.0
3 56.5
3 59.0
2 60.0
3 54.0
3 45.0
3 36.4
3 44.2
3 41.5
3 45.6
3 41.0
3 45.7
3 43.6
3 52.3
3 43.4
3 56.7
3 42.9
3 67.3
3 47.0
3 77.8
3 48.0
2 58.0
3 42.1
3 50.7
3 55.5
3 115.0
3 64.4
2
0.0
2 34.2
0
0.0
1 58.0
2 81.6
0
0.0
0
0.0
0.10
0.12
0.15
0.14
0.13
0.09
0.14
0.17
0.20
0.17
0.18
0.16
0.18
0.16
0.17
0.14
0.17
0.13
0.17
0.12
0.16
0.10
0.16
0.09
0.18
0.15
0.14
0.08
0.12
0.00
0.15
0.00
0.06
0.07
0.00
0.00
59
Vc
a (sq ft)
(ft/s)
0.10
0.12
0.15
0.14
0.13
0.09
0.14
0.18
0.00
0.17
0.00
0.17
0.00
0.17
0.00
0.16
0.00
0.15
0.00
0.14
0.00
0.13
0.00
0.13
0.00
0.14
0.00
0.10
0.00
0.07
0.00
0.00
0.06
0.07
0.00
0.00
q (cfs)
3.96
7.36
8.74
9.20
10.58
10.58
11.96
14.72
0.00
16.56
0.00
17.48
0.00
18.86
0.00
18.86
0.00
18.40
0.00
18.40
0.00
18.86
0.00
17.94
0.00
17.48
0.00
14.72
0.00
14.26
0.00
12.88
12.88
8.28
7.82
5.52
0.00
0.00
0.98
0.95
0.00
0.91
1.58
2.52
0.00
2.68
0.00
2.81
0.00
2.95
0.00
2.79
0.00
2.65
0.00
2.38
0.00
1.87
0.00
2.27
0.00
2.35
0.00
1.36
0.00
0.98
0.00
0.00
0.00
0.52
0.00
0.00
316.30
32.55
Flow Dir Corr
(deg)
Flow Dir
(deg)
270
270
320
320
90
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
320
320
340
340
340
340
340
340
340
340
360
270
30
360
360
-180
-180
-230
-230
0
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-230
-230
-250
-250
-250
-250
-250
-250
-250
-250
-270
-180
60
-270
-270
AGNI4_10-30-02 (TRIP 3)
AGNI4_10-30-02 (TRIP 3)
Gage = 7.54' at 13:00
W = 116'
w (ft) d (ft) %
Rev Time V
C
Dist
depth
(sec) (ft/s)
factor from
IP
1.000
1.000
1.000
1.000
0.940
0.985
0.985
0.985
0.985
0.985
0.985
0.966
0.966
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.966
0.966
0.966
0.966
0.966
0.966
0.966
0.643
0.643
-0.174
0.0
4.6
9.2
13.8
18.4
23.0
27.6
32.2
36.8
36.8
41.4
41.4
46.0
46.0
50.6
50.6
55.2
55.2
59.8
59.8
64.4
64.4
69.0
69.0
73.6
73.6
78.2
78.2
82.8
82.8
87.4
87.4
92.0
92.0
96.6
101.6
106.2
110.8
116.0
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
0.0
4.6
5.0
4.6
4.6
1.5
2.0
2.3
2.6
2.6
2.8
3.0
3.4
3.4
4.1
4.1
4.1
4.1
4.2
4.2
4.4
4.4
4.4
4.4
4.6
4.6
4.7
4.7
4.5
4.5
4.3
4.3
3.9
3.9
3.5
3.5
3.2
3.2
2.9
2.2
1.9
1.4
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.6
30 185.4
10 49.1
10 44.2
10 32.5
10 30.8
10 34.2
10 27.5
10 30.7
10 26.9
10 29.9
10 25.0
10 29.2
10 24.2
10 29.1
10 25.9
10 32.4
10 27.5
10 29.1
10 26.5
10 36.1
10 28.2
10 40.1
10 33.3
10 45.2
10 34.4
10 50.3
10 42.5
5 28.0
5 23.2
5 48.8
5 27.4
5 42.2
5 33.7
2 29.4
3 32.9
2 43.0
1 57.0
0.37
0.47
0.52
0.70
0.73
0.66
0.82
0.74
0.84
0.76
0.90
0.77
0.93
0.78
0.87
0.70
0.82
0.78
0.85
0.63
0.80
0.57
0.68
0.51
0.66
0.46
0.54
0.41
0.49
0.24
0.42
0.28
0.35
0.17
0.22
0.12
0.06
60
Vc
a (sq ft)
(ft/s)
0.37
0.47
0.52
0.70
0.73
0.66
0.82
0.79
0.00
0.83
0.00
0.85
0.00
0.82
0.00
0.76
0.00
0.81
0.00
0.71
0.00
0.62
0.00
0.58
0.00
0.50
0.00
0.45
0.00
0.33
0.00
0.31
0.00
0.17
0.22
0.12
0.06
q (cfs)
6.90
9.20
10.58
11.96
11.96
12.88
13.80
15.64
0.00
18.86
0.00
18.86
0.00
19.32
0.00
20.24
0.00
20.24
0.00
21.16
0.00
21.62
0.00
20.70
0.00
19.78
0.00
17.94
0.00
16.10
0.00
14.72
0.00
13.34
11.00
8.74
6.44
2.59
4.30
5.47
8.33
8.25
8.41
11.14
12.12
0.00
15.37
0.00
15.51
0.00
15.65
0.00
15.13
0.00
16.20
0.00
14.89
0.00
13.29
0.00
11.87
0.00
9.67
0.00
7.84
0.00
5.17
0.00
4.44
0.00
2.16
1.55
0.68
-0.06
361.98
209.96
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
340
350
350
350
350
350
350
345
345
350
350
350
350
350
350
350
350
350
350
350
350
350
350
345
345
345
345
345
345
345
310
310
260
-270
-270
-270
-270
-250
-260
-260
-260
-260
-260
-260
-255
-255
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-255
-255
-255
-255
-255
-255
-255
-220
-220
-170
AGNI4_12-12-02 (TRIP 4)
AGNI4_12-12-02 (TRIP 4)
Gage = 7.21' at 15:00
W = 120'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
100.0
105.0
110.0
115.0
120.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
1.00
1.53
1.89
2.30
2.89
3.40
3.86
4.42
4.78
4.80
4.85
5.05
5.15
5.20
5.10
4.87
4.55
4.00
3.15
2.35
1.62
1.30
0.85
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
2
6
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
2
6
0
0
0
0
15.0
35.0
55.9
46.2
44.6
49.3
34.9
37.5
29.4
33.0
28.3
29.1
32.8
32.8
41.4
39.9
57.1
18.6
54.8
0.0
0.0
0.0
0.0
0.16
0.20
0.20
0.24
0.25
0.23
0.31
0.29
0.36
0.32
0.37
0.36
0.32
0.32
0.26
0.27
0.20
0.13
0.14
0.00
0.00
0.00
0.00
61
Vc
a (sq ft)
(ft/s)
0.16
0.20
0.20
0.24
0.25
0.23
0.31
0.29
0.36
0.32
0.37
0.36
0.32
0.32
0.26
0.27
0.20
0.13
0.14
0.00
0.00
0.00
0.00
q (cfs)
5.00
7.65
9.45
11.50
14.45
17.00
19.30
22.10
23.90
24.00
24.25
25.25
25.75
26.00
25.50
24.35
22.75
20.00
15.75
11.75
8.10
6.50
4.25
0.79
1.50
1.92
2.75
3.56
3.84
5.91
6.34
8.54
7.73
8.98
9.11
8.33
8.42
6.70
6.61
4.53
2.68
2.14
0.00
0.00
0.00
0.00
394.55
100.39
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
BPLI4_9-3-02 (TRIP 1)
BPLI4_9-3-02 (TRIP 1)
Gage = 7.00' at 16:15
W = 180'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.707
0.000
0.0
7.2
14.4
21.6
28.8
36.0
43.2
50.4
57.6
64.8
72.0
79.2
86.4
93.6
100.8
100.8
108.0
108.0
115.2
115.2
122.4
122.4
129.6
129.6
136.8
136.8
144.0
144.0
151.2
151.2
158.4
158.4
165.6
165.6
172.8
180.0
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
0.0
7.2
0.0
7.2
0.0
7.2
0.0
7.2
0.0
7.2
0.0
7.2
0.0
7.2
0.0
7.2
0.0
7.2
0.0
7.2
1.30
1.40
1.30
1.40
0.90
1.90
2.20
2.00
1.80
2.10
2.10
2.40
2.90
3.60
3.60
3.90
3.90
4.50
4.50
4.60
4.60
4.30
4.30
6.30
6.30
7.00
7.00
6.50
6.50
5.30
5.30
4.00
4.00
2.30
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
20
20
20
25
20
25
20
20
25
20
20
20
30
30
20
30
25
25
20
30
20
25
25
25
35
45
25
25
25
15
20
10
15
10
43
38.1
43
46
36
37
34
27
31
28
28
25
40
34
30
31
35
25
31
30
31
25
30
26
55
45
30
28
31
36
34
57
35
35
1.04
1.18
1.04
1.22
1.24
1.51
1.32
1.65
1.80
1.59
1.59
1.78
1.67
1.96
1.49
2.15
1.59
2.22
1.44
2.22
1.44
2.22
1.86
2.14
1.42
2.22
1.86
1.99
1.80
0.94
1.32
0.40
0.96
0.65
62
Vc
a (sq ft)
(ft/s)
1.04
1.18
1.04
1.22
1.24
1.51
1.32
1.65
1.80
1.59
1.59
1.78
1.67
1.73
0.00
1.87
0.00
1.83
0.00
1.83
0.00
2.04
0.00
1.78
0.00
2.04
0.00
1.89
0.00
1.13
0.00
0.68
0.00
0.65
q (cfs)
9.36
10.08
9.36
10.08
6.48
13.68
15.84
14.40
12.96
15.12
15.12
17.28
20.88
25.92
0.00
28.08
0.00
32.40
0.00
33.12
0.00
30.96
0.00
45.36
0.00
50.40
0.00
46.80
0.00
38.16
0.00
28.80
0.00
16.56
9.77
11.85
9.77
12.26
8.05
20.63
20.83
23.78
23.28
24.09
24.09
30.79
34.91
44.73
0.00
52.58
0.00
59.35
0.00
60.67
0.00
63.14
0.00
80.73
0.00
102.78
0.00
88.52
0.00
42.96
0.00
19.70
0.00
0.00
547.20
869.24
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
45
90
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
45
0
BPLI4_9-24-02 (TRIP 2)
BPLI4_9-24-02 (TRIP 2)
Gage = 6.61' at 14:45
W = 205'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.707
0.707
1.000
-0.423
-0.940
-0.985
-0.985
0.0
8.2
16.4
24.6
32.8
41.0
49.2
57.4
65.6
73.8
82.0
90.2
98.4
106.6
106.6
114.8
114.8
123.0
123.0
131.2
131.2
139.4
139.4
147.6
147.6
155.8
155.8
164.0
164.0
172.2
180.4
188.6
196.8
196.8
205.0
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
0.0
8.2
0.0
8.2
0.0
8.2
0.0
8.2
0.0
8.2
0.0
8.2
0.0
8.2
0.0
8.2
8.2
8.2
8.2
0.0
1.00
1.00
1.20
1.00
1.20
1.30
1.80
1.70
1.70
1.90
2.10
2.50
3.50
3.50
4.00
4.00
4.20
4.20
4.30
4.30
6.60
6.60
6.70
6.70
4.40
4.40
3.70
3.70
2.10
0.80
2.90
4.80
4.80
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.8
0.2
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
10
20
20
20
20
20
20
20
10
20
12
20
5
0
4
45.9
36.7
33.4
35.2
34.1
28.1
28.3
24.8
25.4
26.4
25.8
27.1
30.8
23.4
25.0
21.2
26.9
19.5
14.5
20.6
23.9
23.1
22.8
22.0
32.3
32.1
26.2
50.5
49.0
52.0
56.0
0.0
58.0
0.98
1.22
1.34
1.27
1.31
1.59
1.58
1.80
1.75
1.69
1.73
1.65
1.45
1.90
1.78
2.10
1.66
2.28
1.54
2.16
1.86
1.93
1.95
2.02
1.38
1.39
0.86
0.89
0.56
0.87
0.21
0.00
0.17
63
Vc
a (sq ft)
(ft/s)
0.98
1.22
1.34
1.27
1.31
1.59
1.58
1.80
1.75
1.69
1.73
1.65
1.68
0.00
1.94
0.00
1.97
0.00
1.85
0.00
1.90
0.00
1.99
0.00
1.39
0.00
0.88
0.00
0.56
0.87
0.21
0.09
0.00
q (cfs)
8.20
8.20
9.84
8.20
9.84
10.66
14.76
13.94
13.94
15.58
17.22
20.50
28.70
0.00
32.80
0.00
34.44
0.00
35.26
0.00
54.12
0.00
54.94
0.00
36.08
0.00
30.34
0.00
17.22
6.56
23.78
39.36
0.00
8.03
10.00
13.17
10.42
12.90
16.92
23.27
25.04
24.45
26.31
29.74
33.73
48.11
0.00
63.64
0.00
67.79
0.00
65.19
0.00
102.56
0.00
109.19
0.00
50.06
0.00
18.78
0.00
9.61
-2.40
-4.80
-3.30
0.00
544.48
758.41
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
45
45
360
115
160
170
170
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
45
45
-270
-25
-70
-80
-80
BPLI4_11-1-02 (TRIP 3)
BPLI4_11-1-02 (TRIP 3)
Gage = 6.86' at 12:00
W = 207'
w (ft) d (ft) %
Rev Time V
C
Dist
depth
(sec) (ft/s)
factor from
IP
1.000
1.000
0.996
0.996
0.996
1.000
1.000
0.996
1.000
1.000
1.000
0.996
0.996
0.996
0.996
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.996
0.996
0.966
0.966
0.966
0.966
0.000
0.000
-0.087
-0.087
-1.000
-1.000
0.0
8.0
16.0
24.0
32.0
40.0
48.0
56.0
64.0
72.0
80.0
88.0
96.0
96.0
104.0
104.0
112.0
112.0
120.0
120.0
128.0
128.0
136.0
136.0
144.0
144.0
152.0
152.0
160.0
160.0
168.0
168.0
176.0
184.0
192.0
192.0
200.0
200.0
207.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
0.0
8.0
0.0
8.0
0.0
8.0
0.0
8.0
0.0
8.0
0.0
8.0
0.0
8.0
0.0
8.0
0.0
8.0
0.0
8.0
8.0
8.0
0.0
8.0
0.0
1.30
1.70
1.50
1.30
1.30
1.80
2.30
2.20
2.40
2.50
2.70
3.10
3.10
3.80
3.80
4.50
4.50
4.70
4.70
4.50
4.50
4.80
4.80
5.80
5.80
5.20
5.20
4.30
4.30
3.50
3.50
2.70
1.10
3.80
3.80
5.00
5.00
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.8
0.2
0.8
0.2
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
15
10
10
2
5
2
5
38.4
39.3
44.2
37.6
36.5
40.3
34.0
28.7
29.3
28.9
23.3
28.2
25.1
34.6
24.7
29.8
20.7
24.4
20.2
25.5
18.4
34.2
18.8
21.9
17.2
19.7
18.0
30.8
31.4
62.2
46.2
42.7
34.8
37.8
39.7
50.6
57.3
1.17
1.14
1.02
1.19
1.23
1.11
1.32
1.55
1.52
1.54
1.91
1.58
1.77
1.29
1.80
1.50
2.15
1.83
2.20
1.75
2.41
1.31
2.36
2.03
2.58
2.26
2.47
1.45
1.42
0.73
0.73
0.53
0.65
0.13
0.30
0.11
0.21
64
Vc
a (sq ft)
(ft/s)
1.17
1.14
1.02
1.19
1.23
1.11
1.32
1.55
1.52
1.54
1.91
1.68
0.00
1.55
0.00
1.82
0.00
2.01
0.00
2.08
0.00
1.84
0.00
2.31
0.00
2.36
0.00
1.44
0.00
0.73
0.00
0.59
0.00
0.22
0.00
0.16
0.00
q (cfs)
10.40
13.60
12.00
10.40
10.40
14.40
18.40
17.60
19.20
20.00
21.60
24.80
0.00
30.40
0.00
36.00
0.00
37.60
0.00
36.00
0.00
38.40
0.00
46.40
0.00
41.60
0.00
34.40
0.00
28.00
0.00
21.60
8.80
30.40
0.00
40.00
0.00
12.13
15.51
12.14
12.34
12.70
16.02
24.20
27.26
29.24
30.88
41.27
41.47
0.00
46.88
0.00
65.63
0.00
75.70
0.00
74.92
0.00
70.49
0.00
107.04
0.00
97.90
0.00
47.72
0.00
19.76
0.00
0.00
0.00
-0.57
0.00
-6.31
0.00
622.40
874.30
Flow Dir Corr
(deg)
Flow Dir
(deg)
0
0
5
5
5
0
0
5
0
0
0
5
5
5
5
0
0
0
0
0
0
0
0
0
0
5
5
15
15
15
15
90
90
95
95
180
180
90
90
85
85
85
90
90
85
90
90
90
85
85
85
85
90
90
90
90
90
90
90
90
90
90
85
85
75
75
75
75
0
0
-5
-5
-90
-90
BPLI4_12-6-02 (TRIP 4)
BPLI4_12-6-02 (TRIP 4)
Gage = 6.27' at 13:00
W = 174'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.996
0.996
0.996
1.000
0.996
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.996
1.000
1.000
1.000
0.996
1.000
0.966
0.940
1.000
0.0
7.0
14.0
21.0
28.0
35.0
42.0
49.0
56.0
63.0
70.0
77.0
84.0
91.0
98.0
98.0
105.0
105.0
112.0
112.0
119.0
119.0
126.0
126.0
133.0
133.0
140.0
140.0
147.0
147.0
154.0
154.0
161.0
168.0
174.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
0.0
7.0
0.0
7.0
0.0
7.0
0.0
7.0
0.0
7.0
0.0
7.0
0.0
7.0
0.0
7.0
0.0
7.0
7.0
0.70
0.50
0.00
0.00
0.70
1.00
1.40
1.60
1.70
1.60
1.90
2.00
2.30
3.00
3.00
3.80
3.80
4.30
4.30
4.00
4.00
4.10
4.10
5.20
5.20
5.00
5.00
4.50
4.50
3.50
3.50
2.60
1.50
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
5
0
0
0
5
10
10
10
10
10
15
15
15
15
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
10
0
44.8
0
0
0
36.8
56.8
50.5
56.0
38.8
32.8
37.8
42.8
38.5
44.8
48.4
55.3
39.5
46.9
35.5
47.5
33.2
48.4
35.4
44.8
37.6
39.3
31.4
43.2
32.1
57.5
54.8
63.9
0.0
0.26
0
0
0
0.32
0.41
0.45
0.41
0.59
0.69
0.89
0.79
0.88
0.76
0.93
0.82
1.13
0.96
1.26
0.95
1.35
0.93
1.26
1.00
1.19
1.14
1.42
1.04
1.39
0.78
0.82
0.36
0.00
65
Vc
a (sq ft)
(ft/s)
0.26
0.00
0.00
0.00
0.32
0.41
0.45
0.41
0.59
0.69
0.89
0.83
0.00
0.84
0.00
0.97
0.00
1.11
0.00
1.15
0.00
1.10
0.00
1.10
0.00
1.28
0.00
1.22
0.00
0.80
0.00
0.36
0.00
q (cfs)
4.90
3.50
0.00
0.00
4.90
7.00
9.80
11.20
11.90
11.20
13.30
14.00
16.10
21.00
0.00
26.60
0.00
30.10
0.00
28.00
0.00
28.70
0.00
36.40
0.00
35.00
0.00
31.50
0.00
24.50
0.00
18.20
10.50
1.29
0.00
0.00
0.00
1.56
2.84
4.46
4.61
6.98
7.73
11.83
11.63
0.00
17.70
0.00
25.93
0.00
33.39
0.00
32.10
0.00
31.47
0.00
39.92
0.00
44.85
0.00
38.28
0.00
19.69
0.00
6.21
0.00
398.30
342.47
Flow Dir Corr
(deg)
Flow Dir
(deg)
0
0
0
0
0
0
0
0
0
0
5
5
5
0
5
0
0
0
0
0
0
0
0
0
5
0
0
0
5
0
15
20
0
90
90
90
90
90
90
90
90
90
90
85
85
85
90
85
90
90
90
90
90
90
90
90
90
85
90
90
90
85
90
75
70
90
CJTI4_9-12-02 (TRIP 1)
CJTI4_9-12-02 (TRIP 1)
Gage = 9.63' at 19:00
W = 913'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
0.9397
0.9397
1
0.9397
0.9397
0.9397
0.9397
0.9397
0.9659
0.9659
0.9659
0.9659
0.9397
0.9397
0.9397
0.9397
0.9397
0.9397
0.9397
0.9063
0.9063
0.766
0.7071
0.7071
0.9063
0.9659
0.9848
1
1
1
913.0
876.0
876.0
839.5
803.0
803.0
766.5
766.5
730.0
693.5
693.5
657.0
620.5
584.0
547.5
511.0
474.5
438.0
401.5
401.5
365.0
328.5
292.0
255.5
219.0
182.5
143.0
109.5
73.0
60.0
20.0
0.0
37.0
0.0
36.5
36.5
0.0
36.5
0.0
36.5
36.5
0.0
36.5
36.5
36.5
36.5
36.5
36.5
36.5
36.5
0.0
36.5
36.5
36.5
36.5
36.5
36.5
39.5
33.5
36.5
13.0
40.0
4.00
1.80
3.60
3.10
2.30
3.00
2.20
2.20
1.90
2.00
2.10
2.40
2.20
3.20
2.70
1.50
1.90
1.60
2.00
2.60
1.60
2.30
1.70
1.00
2.30
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.6
0.8
0.2
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
33.3
22.4
122
34.3
25.7
31.6
25.4
46.3
29.3
23.3
32.3
28.3
24.1
24.2
22.3
24.1
20.3
25.9
18
22.4
20.4
22.4
23
30.2
23
84.3
63.8
37
24.2
33.5
1.34
1.99
0.38
1.30
1.73
1.41
1.75
0.97
1.52
1.91
1.38
1.58
1.85
1.84
2.00
1.85
2.19
1.72
2.47
1.99
2.18
1.99
1.94
1.48
1.94
0.54
0.71
1.21
1.84
1.33
66
Vc
a (sq ft)
(ft/s)
1.66
0.00
0.38
1.52
0.00
1.58
0.00
0.97
1.72
0.00
1.38
1.58
1.85
1.84
2.00
1.85
2.19
2.09
0.00
1.99
2.18
1.99
1.94
1.48
1.94
0.54
0.71
1.21
1.84
1.33
q (cfs)
148.00
0.00
65.70
131.40
0.00
113.15
0.00
83.95
109.50
0.00
80.30
80.30
69.35
73.00
76.65
87.60
80.30
116.80
0.00
98.55
54.75
69.35
58.40
73.00
94.90
63.20
77.05
62.05
13.00
92.00
231.49
0.00
24.87
187.54
0.00
168.41
0.00
76.56
181.60
0.00
107.30
122.26
120.42
126.24
143.74
152.11
165.28
229.87
0.00
177.45
108.16
105.55
79.92
76.31
166.46
33.03
53.82
75.07
23.92
122.77
2072.25
3060.14
Flow Dir Corr
(deg)
Flow Dir
(deg)
340
340
360
340
340
340
340
340
345
345
345
345
340
340
340
340
340
340
340
335
335
320
315
315
335
345
350
360
360
360
430
430
450
430
430
430
430
430
435
435
435
435
430
430
430
430
430
430
430
425
425
410
405
405
425
435
440
450
450
450
CJTI4_10-9-02 (TRIP 2)
CJTI4_10-9-02 (TRIP 2)
Gage = 11.21' at 16:30
W = 993'
w (ft) d (ft) %
Rev Time
C
Dist
depth
(sec)
factor from
IP
0.9848
0.9659
0.9962
0.9962
0.9848
0.9659
0.9659
0.9397
0.9397
0.9397
0.9397
0.9397
0.9397
0.9397
0.9397
0.9397
0.9397
0.9659
0.9659
0.9659
0.9659
0.9659
0.9659
0.9659
0.9659
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
1
1
0.00
39.75
79.50
119.25
119.25
159.00
198.50
198.50
238.50
238.50
278.75
278.75
318.50
318.50
358.25
358.25
398.00
398.00
437.75
437.75
477.50
477.50
517.25
517.25
557.00
557.00
596.75
596.75
636.00
636.00
675.75
675.75
715.50
715.50
755.25
755.25
795.00
795.00
834.75
834.75
874.50
874.50
914.25
914.25
954.00
981.75
993.00
39.8
39.8
39.8
0.0
39.8
39.5
0.0
40.0
0.0
40.3
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.3
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
0.0
39.8
27.8
2.20
2.90
4.10
4.10
2.20
3.40
3.40
3.30
3.30
3.70
3.70
3.70
3.70
3.30
3.30
4.80
4.80
4.60
4.60
5.30
5.30
4.90
4.90
3.40
3.40
3.90
3.90
3.80
3.80
3.60
3.60
3.80
3.80
3.30
3.30
4.90
4.90
5.90
5.90
7.10
7.10
5.00
5.00
0.00
1.40
0.6
0.6
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
30 36.2
30 53.6
30 62.9
30 65.0
30 35.6
30 41.2
30 31.0
30 42.0
30 34.6
30 46.2
30 33.6
30 47.2
30 35.1
30 45.7
30 31.3
30 30.4
30 25.6
30 26.9
30 22.8
30 29.6
30 24.5
30 32.4
30 23.6
30 28.6
30 24.9
30 29.8
30 23.7
30 31.3
30 24.6
30 34.2
30 26.3
30 31.8
30 25.8
30 75.4
30 56.6
30 43.5
30 26.7
30 33.3
30 26.1
30 31.0
30 25.4
30 109.2
30 70.4
30
30 171.2
V
(ft/s)
Vc
a (sq ft)
(ft/s)
1.85
1.25
1.07
1.04
1.88
1.62
2.15
1.59
1.93
1.45
1.99
1.42
1.90
1.47
2.13
2.19
2.60
2.48
2.92
2.25
2.72
2.06
2.82
2.33
2.67
2.24
2.81
2.13
2.71
1.95
2.53
2.10
2.58
0.90
1.19
1.54
2.50
2.00
2.55
2.15
2.62
0.62
0.96
1.85
1.25
1.05
0.00
1.88
1.89
0.00
1.76
0.00
1.72
0.00
1.66
0.00
1.80
0.00
2.40
0.00
2.70
0.00
2.49
0.00
2.44
0.00
2.50
0.00
2.52
0.00
2.42
0.00
2.24
0.00
2.34
0.00
1.04
0.00
2.02
0.00
2.28
0.00
2.39
0.00
0.79
0.00
0.40
0.40
67
q (cfs)
87.45
115.28
162.98
0.00
87.45
134.30
0.00
132.00
0.00
148.93
0.00
147.08
0.00
131.18
0.00
190.80
0.00
182.85
0.00
210.68
0.00
194.78
0.00
135.15
0.00
155.03
0.00
149.15
0.00
143.10
0.00
151.05
0.00
131.18
0.00
194.78
0.00
234.53
0.00
282.23
0.00
198.75
0.00
0.00
38.85
158.92
139.42
170.91
0.00
161.58
244.88
0.00
218.49
0.00
240.46
0.00
229.57
0.00
221.68
0.00
429.94
0.00
476.56
0.00
505.77
0.00
459.12
0.00
326.72
0.00
385.26
0.00
355.34
0.00
316.06
0.00
348.10
0.00
136.04
0.00
391.39
0.00
532.33
0.00
671.14
0.00
156.55
0.00
0.00
15.71
3739.50
7291.92
Flow Dir Corr
(deg)
Flow Dir
(deg)
350
345
355
355
350
345
345
340
340
340
340
340
340
340
340
340
340
345
345
345
345
345
345
345
345
350
350
350
350
350
350
350
350
355
355
355
355
355
355
355
355
355
355
440
435
445
445
440
435
435
430
430
430
430
430
430
430
430
430
430
435
435
435
435
435
435
435
435
440
440
440
440
440
440
440
440
445
445
445
445
445
445
445
445
445
445
360
450
CJTI4_11-7-02 (TRIP 3)
CJTI4_11-7-02 (TRIP 3)
Gage = 10.19' at 15:50
W = 925'
C
Dist
w (ft) d (ft) %
Rev Time
factor from
depth
(sec)
IP
1
0.9397
0.9397
0.9397
0.866
0.9397
0.9397
0.9962
1
0.9962
0.9962
0.9962
0.9962
0.9848
0.9848
0.9659
0.9659
0.9659
0.9659
0.9659
0.9848
0.9848
0.9962
0.9962
0.9962
0.9848
0.9962
0.9962
0.9962
1
1
0.9848
0.9848
0
37
74
111
148
185
222
259
296
333
370
407
407
444
481
481
518
518
555
592
592
629
629
666
703
703
740
777
814
814
851
851
888
888
925
37
37
37
37
37
37
37
37
37
37
37
0
37
37
0
37
0
37
37
0
37
0
37
37
0
37
37
37
0
37
0
37
0
1.30
1.00
1.00
1.40
1.80
1.60
1.10
1.60
2.00
2.70
4.70
2.90
3.60
3.40
2.60
3.60
3.60
2.80
3.10
2.00
2.50
3.70
3.20
4.20
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.6
0.8
0.2
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
20
20
20
20
20
20
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
3
6
30
30
19.8
24.4
24.1
23.9
21.8
19.1
49.1
32.6
31.2
34.4
35.7
26.9
27.2
37.6
28.0
41.7
28.1
42.9
37.1
24.7
33.1
27.5
27.9
39.1
27.3
56.6
73.5
55.9
48.6
72.8
88.8
72.4
28.0
V
(ft/s)
2.25
1.83
1.85
1.86
2.04
2.33
1.37
2.05
2.14
1.94
1.87
2.48
2.45
1.78
2.38
1.60
2.37
1.56
1.80
2.70
2.02
2.42
2.39
1.71
2.44
1.19
0.92
1.20
1.38
0.11
0.17
0.93
2.38
68
Vc
a (sq ft)
(ft/s)
2.25
1.83
1.85
1.86
2.04
2.33
1.37
2.05
2.14
1.94
2.17
0
2.45
2.08
0
1.99
0
1.56
2.25
0
2.22
0
2.39
2.08
0
1.19
0.92
1.29
0
0.14
0
1.66
0
q (cfs)
48.10
37.00
37.00
51.80
66.60
59.20
40.70
59.20
74.00
99.90
173.90
0.00
107.30
133.20
0.00
125.80
0.00
96.20
133.20
0.00
133.20
0.00
103.60
114.70
0.00
74.00
92.50
136.90
0.00
118.40
0.00
155.40
0.00
108.00
63.47
64.25
90.69
117.72
129.44
52.21
120.73
158.23
193.16
376.62
0.00
261.88
272.70
0.00
241.59
0.00
144.95
289.30
0.00
291.21
0.00
246.56
237.15
0.00
86.48
84.59
175.96
0.00
16.33
0.00
253.45
0.00
2271.80
4076.68
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
340
340
340
330
340
340
355
360
355
355
355
355
350
350
345
345
345
345
345
350
350
355
355
355
350
355
355
355
360
360
350
350
450
430
430
430
420
430
430
445
450
445
445
445
445
440
440
435
435
435
435
435
440
440
445
445
445
440
445
445
445
450
450
440
440
CJTI4_12-18-02 (TRIP 4)
CJTI4_12-18-02 (TRIP 4)
Gage = 9.89' at 16:00
W = 920'
w (ft) d (ft) %
Rev Time
C
Dist
depth
(sec)
factor from
IP
1
1
1
0.9397
0.9848
0.9848
0.9848
0.9848
0.9962
0.9962
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0
26
37
58
74
111
148
185
222
259
296
333
370
407
407
444
481
481
518
518
555
555
592
592
629
629
666
703
740
777
814
851
888
920
26
11
21
16
37
37
37
37
37
37
37
37
37
0
37
37
0
37
0
37
0
37
0
37
0
37
37
37
37
37
37
37
1.90
0.00
1.50
1.60
1.00
1.90
1.80
2.40
0.90
1.60
0.90
2.20
4.60
4.60
2.70
3.70
3.70
4.00
4.00
3.40
3.40
4.10
4.10
3.70
3.70
2.90
2.40
1.00
2.00
1.40
2.90
2.90
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.6
0.6
0.6
0.6
20
0
20
20
20
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
20
5
20
28.9
28.9
32.2
29.3
31.8
34.3
34.2
51.1
32.4
48.2
39.9
45.7
37.2
40.2
43.6
29.8
30.1
25.1
39.4
35.6
30.6
24.9
32.3
29.3
33.7
37.1
50.4
55.0
36.2
38.6
20.5
V
(ft/s)
1.54
0.00
1.54
1.39
1.52
2.10
1.95
1.95
1.31
2.06
1.39
1.68
1.47
1.80
1.66
1.54
2.24
2.22
2.65
1.70
1.88
2.18
2.67
2.07
2.28
1.98
1.80
1.33
1.22
1.24
0.30
2.17
69
Vc
a (sq ft)
(ft/s)
1.54
0.00
1.54
1.39
1.52
2.10
1.95
1.95
1.31
2.06
1.39
1.68
1.63
0.00
1.66
1.89
0.00
2.43
0.00
1.79
0.00
2.43
0.00
2.17
0.00
1.98
1.80
1.33
1.22
1.24
0.30
2.17
q (cfs)
49.40
0.00
31.50
25.60
37.00
70.30
66.60
88.80
33.30
59.20
33.30
81.40
170.20
0.00
99.90
136.90
0.00
148.00
0.00
125.80
0.00
151.70
0.00
136.90
0.00
107.30
88.80
37.00
74.00
51.80
107.30
107.30
76.27
0.00
48.63
33.38
55.50
145.26
127.67
170.72
43.54
121.47
45.60
134.35
273.35
0.00
163.66
254.34
0.00
354.84
0.00
221.33
0.00
362.61
0.00
292.67
0.00
209.32
157.50
48.48
88.96
63.06
32.08
229.22
2119.30
3753.83
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
340
350
350
350
350
355
355
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
450
450
450
430
440
440
440
440
445
445
440
440
440
440
440
440
440
440
440
440
440
440
440
440
440
440
440
440
440
440
440
440
EDYI4_9-12-02 (TRIP 1)
EDYI4_9-12-02 (TRIP 1)
Gage = 48.17' at 13:15
W = 460'
C
Dist
w (ft) d (ft) %
Rev Time
factor from IP
depth
(sec)
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
0
15.0
34.5
34.5
53.0
53.0
71.5
90.0
108.5
127.0
145.5
160.0
160.0
182.5
201.0
219.5
238.0
256.5
275.0
293.5
305.0
330.5
349.0
367.5
386.0
404.5
404.5
423.0
423.0
441.5
460.0
15.0
19.5
0.0
18.5
0.0
18.5
18.5
18.5
18.5
18.5
14.5
0.0
22.5
18.5
18.5
18.5
18.5
18.5
18.5
11.5
25.5
18.5
18.5
18.5
18.5
0.0
18.5
0.0
18.5
2.7
3.0
3.0
3.4
3.4
2.6
1.9
1.8
2.2
2.7
3.1
3.1
0.6
1.7
1.8
1.9
2.0
1.8
2.2
2.5
1.8
2.7
2.9
2.8
3.6
3.6
4.5
4.5
2.5
0.6
0.6
0.6
0.8
0.2
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.6
2
13
10
20
20
20
20
20
20
20
20
12
0
20
20
20
20
20
20
20
20
20
20
20
20
20
10
12
0
V
(ft/s)
57.0
49.0
29.0
38.0
28.9
35.7
35.4
31.8
31.6
30.6
56.2
54.5
0.0
41.2
45.4
42.9
41.4
42.0
39.9
36.8
62.1
33.6
32.7
28.4
36.3
29.9
38.4
57.0
0.0
0.10
0.60
0.78
1.18
1.54
1.25
1.26
1.40
1.41
1.46
0.80
0.50
0.00
1.09
0.99
1.05
1.08
1.07
1.12
1.22
0.73
1.33
1.37
1.57
1.23
1.49
0.59
0.48
0.00
70
Vc
a (sq ft)
(ft/s)
0.10
0.60
0.78
1.36
0.00
1.25
1.26
1.40
1.41
1.46
0.65
0.00
0.00
1.09
0.99
1.05
1.08
1.07
1.12
1.22
0.73
1.33
1.37
1.57
1.36
0.00
0.54
0.00
0.00
q (cfs)
40.50
58.50
0.00
62.90
0.00
48.10
35.15
33.30
40.70
49.95
44.95
0.00
13.50
31.45
33.30
35.15
37.00
33.30
40.70
28.75
45.90
49.95
53.65
51.80
66.60
0.00
83.25
0.00
46.25
3.86
35.28
0.00
85.62
0.00
60.28
44.42
46.78
57.53
72.89
29.36
0.00
0.00
34.23
32.95
36.77
40.08
35.56
45.72
34.97
33.42
66.46
73.32
81.37
90.77
0.00
44.72
0.00
0.00
1064.60
1086.35
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
EDYI4_10-14-02 (TRIP 2)
EDYI4_10-14-02 (TRIP 2)
Gage = 51.39' at 11:20
W = 532'
C
Dist
w (ft) d (ft) %
Rev Time
factor from IP
depth
(sec)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.9659
1
0.0
21.3
21.3
42.6
42.6
63.9
63.9
85.2
85.2
106.5
106.5
127.8
127.8
149.1
149.1
170.4
170.4
191.7
191.7
213.0
213.0
234.3
234.3
255.6
255.6
276.9
276.9
298.2
298.2
319.5
319.5
340.8
340.8
362.1
362.1
383.4
383.4
404.7
404.7
426.0
426.0
447.3
447.3
468.6
468.6
489.9
510.2
510.2
532.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
0.0
21.3
20.3
0.0
3.1
3.1
6.0
6.0
6.5
6.5
6.3
6.3
5.7
5.7
5.6
5.6
5.2
5.2
6.2
6.2
5.6
5.6
3.8
3.8
4.9
4.9
5.2
5.2
5.0
5.0
5.1
5.1
5.7
5.7
4.0
4.0
5.5
5.5
6.3
6.3
6.6
6.6
6.4
6.4
6.9
6.9
5.7
5.7
2.7
3.8
3.8
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.8
0.2
20 48.0
20 46.2
20 104.2
15 41.8
20 27.3
20 19.4
20 17.6
20 12.6
30 26.9
30 20.7
30 31.5
30 20.9
30 29.0
30 21.5
30 32.2
30 22.7
30 34.4
30 33.5
30 27.2
30 28.3
30 29.9
30 23.4
30 30.8
30 23.8
30 33.0
30 24.4
30 31.7
30 24.6
30 30.2
30 24.9
30 49.3
30 34.6
30 31.3
30 22.9
30 30.9
30 24.0
30 31.2
30 23.4
30 31.2
30 21.8
30 36.4
30 22.2
5 74.5
15 58.6
5 72.9
3 83.5
5 60.5
V
(ft/s)
0.94
0.97
0.44
0.81
1.63
2.29
2.52
3.52
2.48
3.21
2.12
3.18
2.30
3.09
2.07
2.93
1.94
1.99
2.45
2.36
2.23
2.84
2.17
2.80
2.02
2.73
2.10
2.71
2.21
2.67
1.36
1.93
2.13
2.91
2.16
2.77
2.14
2.84
2.14
3.05
1.84
3.00
0.17
0.58
0.17
0.09
0.20
71
Vc
a (sq ft)
(ft/s)
0.95
0.00
0.63
0.00
1.96
0.00
3.02
0.00
2.85
0.00
2.65
0.00
2.70
0.00
2.50
0.00
1.97
0.00
2.40
0.00
2.54
0.00
2.48
0.00
2.38
0.00
2.41
0.00
2.44
0.00
1.64
0.00
2.52
0.00
2.47
0.00
2.49
0.00
2.60
0.00
2.42
0.00
0.37
0.00
0.17
0.15
0.00
q (cfs)
66.03
0.00
127.80
0.00
138.45
0.00
134.19
0.00
121.41
0.00
119.28
0.00
110.76
0.00
132.06
0.00
119.28
0.00
80.94
0.00
104.37
0.00
110.76
0.00
106.50
0.00
108.63
0.00
121.41
0.00
85.20
0.00
117.15
0.00
134.19
0.00
140.58
0.00
136.32
0.00
146.97
0.00
121.41
0.00
57.51
77.14
0.00
63.04
0.00
79.91
0.00
271.68
0.00
405.37
0.00
345.46
0.00
316.16
0.00
298.71
0.00
330.44
0.00
234.60
0.00
194.48
0.00
264.85
0.00
274.86
0.00
253.02
0.00
261.35
0.00
296.42
0.00
140.14
0.00
295.10
0.00
330.98
0.00
350.26
0.00
353.79
0.00
355.16
0.00
45.43
0.00
9.73
11.34
0.00
2718.34
5782.28
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
345
360
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-255
-270
EDYI4_11-7-02 (TRIP 3)
EDYI4_11-7-02 (TRIP 3)
Gage = 49.87' at 11:00
W = 515'
C
Dist
w (ft) d (ft) %
Rev Time
factor from IP
depth
(sec)
0.9962
0.9962
1
1
1
1
1
1
0.9848
0.9848
0.9962
0.9962
1
1
1
1
1
1
1
1
1
0.9848
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0
20.5
20.5
41.0
41.0
61.5
61.5
82.0
82.0
102.5
102.5
123.0
123.0
143.5
143.5
164.0
164.0
184.5
205.0
225.5
225.5
246.0
266.5
287.0
287.0
307.5
307.5
330.0
348.5
348.5
369.0
369.0
389.5
389.5
410.0
410.0
430.5
430.5
451.0
451.0
467.5
467.5
492.0
515.0
20.5
0.0
20.5
0.0
20.5
0.0
20.5
0.0
20.5
0.0
20.5
0.0
20.5
0.0
20.5
0.0
20.5
20.5
20.5
0.0
20.5
20.5
20.5
0.0
20.5
0.0
22.5
18.5
0.0
20.5
0.0
20.5
0.0
20.5
0.0
20.5
0.0
20.5
0.0
16.5
0.0
24.5
4.0
4.0
4.6
4.6
5.3
5.3
4.4
4.4
3.5
3.5
3.5
3.5
3.7
3.7
5.2
5.2
2.5
2.5
3.2
3.2
2.9
2.8
3.0
3.0
3.5
3.5
1.9
4.3
4.3
4.8
4.8
4.7
4.7
5.2
5.2
5.7
5.7
4.1
4.1
3.5
3.5
0.0
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.8
0.2
0.6
0.6
0.8
0.2
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0
15
10
5
7
10
20
30
30
30
30
30
30
30
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
6
6
9
6
0
45.0
55.6
35.0
36.5
8.8
13.9
26.4
22.7
25.8
23.6
32.4
25.7
35.0
17.2
21.6
20.0
52.1
18.9
24.4
19.6
20.5
22.2
24.4
18.9
24.4
19.5
42.7
28.0
19.3
23.2
19.4
21.6
18.7
21.0
18.4
26.0
17.4
54.0
39.8
86.0
36.0
0.0
V
(ft/s)
0.75
0.41
0.33
0.44
2.52
3.19
2.52
2.93
2.54
2.78
2.05
2.58
1.91
2.58
2.06
2.22
0.86
2.35
1.83
2.27
2.17
1.97
1.83
2.35
1.83
2.28
1.05
1.59
2.30
1.92
2.29
2.06
2.38
2.12
2.41
1.71
2.55
0.26
0.35
0.25
0.39
0.00
72
Vc
a (sq ft)
(ft/s)
0.58
0.00
0.39
0.00
2.86
0.00
2.73
0.00
2.66
0.00
2.32
0.00
2.24
0.00
2.14
0.00
0.86
2.35
2.05
0.00
2.17
1.97
2.09
0.00
2.05
0.00
1.05
1.95
0.00
2.11
0.00
2.22
0.00
2.27
0.00
2.13
0.00
0.31
0.00
0.32
0.00
0.00
q (cfs)
82.00
0.00
94.30
0.00
108.65
0.00
90.20
0.00
71.75
0.00
71.75
0.00
75.85
0.00
106.60
0.00
51.25
51.25
65.60
0.00
59.45
57.40
61.50
0.00
71.75
0.00
42.75
79.55
0.00
98.40
0.00
96.35
0.00
106.60
0.00
116.85
0.00
84.05
0.00
57.75
0.00
0.00
47.69
0.00
36.49
0.00
310.43
0.00
246.06
0.00
190.88
0.00
166.24
0.00
170.28
0.00
228.27
0.00
44.30
120.51
134.26
0.00
128.96
113.31
128.43
0.00
147.26
0.00
44.92
154.96
0.00
207.13
0.00
213.70
0.00
241.59
0.00
249.28
0.00
25.78
0.00
18.31
0.00
0.00
1801.60
3369.06
Flow Dir Corr
(deg)
Flow Dir
(deg)
5
5
360
360
360
360
360
360
10
10
5
5
360
360
360
360
360
360
360
360
360
10
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
85
85
-270
-270
-270
-270
-270
-270
80
80
85
85
-270
-270
-270
-270
-270
-270
-270
-270
-270
80
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
EDYI4_12-5-02 (TRIP 4)
EDYI4_12-5-02 (TRIP 4)
Gage = 49.78' at 11:00
W = 480'
C
Dist
w (ft) d (ft) %
Rev Time
factor from IP
depth
(sec)
1
0.9962
1
1
0.9962
1
0.9962
1
0.9962
1
1
1
0.9962
1
0.9962
1
1
1
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
1
0.9962
1
0.9962
1
1
1
0.9986
1
1
1
0.9962
1
0.9659
1
0.0
19.2
19.2
38.4
38.4
57.6
57.6
76.8
76.8
96.0
96.0
115.2
115.2
134.4
134.4
153.6
153.6
172.8
172.8
192.0
211.2
230.4
249.6
268.8
288.0
307.2
320.4
320.4
345.6
345.6
364.8
364.8
384.0
384.0
403.2
403.2
422.4
422.4
441.6
441.6
460.8
460.8
480.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
19.2
19.2
19.2
19.2
19.2
19.2
13.2
0.0
25.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
19.2
0.0
3.4
3.4
4.5
4.5
4.8
4.8
4.4
4.4
3.6
3.6
3.2
3.2
3.7
3.7
4.0
4.0
3.5
3.5
1.0
2.4
2.5
2.4
2.5
2.4
2.3
4.0
4.0
3.6
3.6
5.0
5.0
4.8
4.8
4.9
4.9
5.6
5.6
4.6
4.6
3.4
3.4
0.2
0.8
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
10
15
5
20
20
30
30
30
30
30
30
30
30
30
30
30
30
30
20
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
10
10
43.8
53.6
65.0
50.2
21.1
29.8
26.6
22.2
27.8
22.2
29.2
22.7
31.7
26.1
34.5
28.4
46.8
45.4
44.8
27.5
30.8
31.4
22.6
30.8
33.0
45.8
30.0
39.4
34.3
37.7
27.9
31.6
25.4
35.9
25.3
29.1
23.3
58.4
40.9
70.6
75.4
V
(ft/s)
0.52
0.63
0.19
0.90
2.10
2.24
2.50
3.00
2.39
3.00
2.28
2.93
2.10
2.55
1.93
2.35
1.43
1.48
1.00
2.41
2.16
2.12
2.93
2.16
2.01
1.46
2.22
1.69
1.95
1.77
2.39
2.11
2.62
1.86
2.63
2.29
2.86
1.15
1.64
0.32
0.31
73
Vc
a (sq ft)
(ft/s)
0.58
0.00
0.54
0.00
2.17
0.00
2.75
0.00
2.69
0.00
2.61
0.00
2.32
0.00
2.14
0.00
1.45
0.00
1.00
2.41
2.16
2.12
2.93
2.16
2.01
1.84
0.00
1.82
0.00
2.08
0.00
2.37
0.00
2.25
0.00
2.57
0.00
1.39
0.00
0.31
0.00
q (cfs)
65.28
0.00
86.40
0.00
92.16
0.00
84.48
0.00
69.12
0.00
61.44
0.00
71.04
0.00
76.80
0.00
67.20
0.00
19.20
46.08
48.00
46.08
48.00
46.08
44.16
52.80
0.00
90.72
0.00
96.00
0.00
92.16
0.00
94.08
0.00
107.52
0.00
88.32
0.00
65.28
0.00
37.67
0.00
46.83
0.00
199.89
0.00
232.03
0.00
186.14
0.00
160.22
0.00
165.14
0.00
164.17
0.00
97.66
0.00
19.17
111.25
103.56
97.53
140.82
99.42
88.98
97.15
0.00
164.98
0.00
199.43
0.00
218.13
0.00
211.24
0.00
276.77
0.00
122.84
0.00
20.55
0.00
1658.40
3261.56
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
5
360
360
5
360
5
360
5
360
360
360
5
360
5
360
360
360
5
5
5
5
5
5
5
5
360
5
360
5
360
360
360
3
360
360
360
355
360
345
360
-270
85
-270
-270
85
-270
85
-270
85
-270
-270
-270
85
-270
85
-270
-270
-270
85
85
85
85
85
85
85
85
-270
85
-270
85
-270
-270
-270
87
-270
-270
-270
-265
-270
-255
-270
EMTI4_9-5-02 (TRIP 1)
EMTI4_9-5-02 (TRIP 1)
Gage = 1.53' at 15:30
W = 113'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.766
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.0
4.4
8.8
13.2
17.6
22.0
26.4
30.8
35.2
39.6
44.0
48.6
53.2
57.8
62.4
67.0
71.6
76.2
80.8
85.4
90.0
94.6
99.2
103.8
103.8
108.4
113.0
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
0.0
4.6
0.95
1.08
1.22
1.42
1.53
1.64
1.46
1.42
1.33
1.28
1.33
1.43
1.55
1.48
1.58
1.80
2.10
2.05
2.00
2.35
2.65
2.92
3.40
3.4
2.4
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.6
25
25
30
35
25
25
35
30
45
30
40
35
35
25
25
25
30
35
25
30
25
20
13
15
1
33.0
35.0
31.0
31.0
23.0
20.0
27.0
23.0
34.0
22.0
27.0
25.0
26.0
21.0
24.0
21.0
29.0
32.0
24.0
29.0
32.0
35.0
36.0
37.0
82.0
0.76
0.72
0.96
1.11
1.07
1.23
1.28
1.28
1.30
1.34
1.45
1.38
1.32
1.17
1.03
1.17
1.02
1.08
1.03
1.02
0.78
0.58
0.38
0.42
0.04
74
Vc
a (sq ft)
(ft/s)
0.76
0.72
0.96
1.11
1.07
1.23
1.28
1.28
1.30
1.34
1.45
1.38
1.32
1.17
1.03
1.17
1.02
1.08
1.03
1.02
0.78
0.58
0.40
0.00
0.04
q (cfs)
4.18
4.75
5.37
6.25
6.73
7.22
6.42
6.25
5.85
5.63
6.12
6.58
7.13
6.81
7.27
8.28
9.66
9.43
9.20
10.81
12.19
13.43
15.64
0.00
11.04
3.17
3.41
5.15
6.97
7.23
8.88
8.19
8.02
7.62
7.55
6.81
9.04
9.44
7.99
7.49
9.72
9.89
10.19
9.49
11.07
9.52
7.78
6.24
0.00
0.47
192.24
181.34
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
320
360
360
360
360
360
360
360
360
360
360
360
360
360
360
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-230
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
EMTI4_9-26-02 (TRIP 2)
EMTI4_9-26-02 (TRIP 2)
Gage = 0.84' at 13:15
W = 34'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.0
1.4
2.8
4.2
5.6
7.0
8.4
9.8
11.2
12.6
14.0
15.4
16.8
18.2
19.6
21.0
22.4
23.8
25.2
26.6
28.0
29.4
30.8
32.2
34.0
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
0.42
0.57
0.88
1.06
1.13
1.20
1.38
1.40
1.53
1.65
1.78
1.73
1.72
1.60
1.45
1.30
1.11
0.98
0.83
0.63
0.53
0.00
0.00
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0
0
0
20
20
50
50
50
50
50
50
50
50
50
50
50
50
50
50
30
30
10
5
0
0
0
26.0
14.6
32.5
26.5
24.5
25.9
22.3
22.3
22.9
24.1
25.4
25.5
28.1
32.0
33.9
42.3
34.1
45.8
36.8
39.8
0.0
0.0
0.0
0.77
1.35
1.51
1.84
1.99
1.88
2.18
2.18
2.13
2.02
1.92
1.91
1.74
1.53
1.45
1.17
0.88
0.66
0.29
0.15
0.00
0.00
0.00
75
Vc
a (sq ft)
(ft/s)
0.77
1.35
1.51
1.84
1.99
1.88
2.18
2.18
2.13
2.02
1.92
1.91
1.74
1.53
1.45
1.17
0.88
0.66
0.29
0.15
0.00
0.00
0.00
q (cfs)
0.59
0.80
1.23
1.48
1.58
1.68
1.93
1.96
2.14
2.31
2.49
2.42
2.41
2.24
2.03
1.82
1.55
1.37
1.16
0.88
0.74
0.00
0.00
0.45
1.07
1.86
2.73
3.15
3.17
4.22
4.28
4.56
4.67
4.79
4.63
4.19
3.43
2.94
2.12
1.36
0.91
0.34
0.13
0.00
0.00
0.00
34.83
54.99
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
EMTI4_10-30-02 (TRIP 3)
EMTI4_10-30-02 (TRIP 3)
Gage = 1.82' at 10:30
W = 116'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.0
4.6
9.2
13.8
18.4
23.0
27.6
32.2
36.8
41.4
46.0
50.6
55.2
59.8
64.4
69.0
73.6
78.2
82.8
87.4
92.0
96.6
101.2
105.8
110.4
116.0
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
0.95
1.34
1.55
1.75
1.92
1.84
1.90
1.70
1.66
1.48
1.44
1.55
1.58
1.50
1.52
1.68
1.89
1.93
1.99
2.35
2.35
2.43
2.78
2.35
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
20
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
20
20
10
37.6
38.9
29.1
28.9
24.8
23.8
23.4
19.4
20.1
21.1
21.0
20.4
23.1
21.7
22.4
23.3
23.5
25.0
24.9
29.8
30.2
41.2
43.6
48.8
0.54
0.77
1.02
1.03
1.19
1.24
1.26
1.52
1.46
1.40
1.40
1.44
1.28
1.36
1.32
1.27
1.26
1.18
1.19
1.00
0.98
0.50
0.47
0.23
76
Vc
a (sq ft)
(ft/s)
0.54
0.77
1.02
1.03
1.19
1.24
1.26
1.52
1.46
1.40
1.40
1.44
1.28
1.36
1.32
1.27
1.26
1.18
1.19
1.00
0.98
0.50
0.47
0.23
q (cfs)
4.37
6.16
7.13
8.05
8.83
8.46
8.74
7.82
7.64
6.81
6.62
7.13
7.27
6.90
6.99
7.73
8.69
8.88
9.15
10.81
10.81
11.18
12.79
10.81
2.37
4.75
7.28
8.27
10.53
10.50
11.03
11.85
11.18
9.50
9.29
10.29
9.29
9.37
9.21
9.79
10.92
10.50
10.87
10.78
10.64
5.56
6.03
2.46
199.78
212.27
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
EMTI4_4-17-03 (TRIP 4)
EMTI4_4-17-03 (TRIP 4)
Gage = 2.10' at 16:00
W = 132'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
0.0
5.3
10.6
15.9
21.2
26.5
31.8
37.1
42.4
47.7
53.0
58.3
63.6
68.9
74.2
79.5
84.8
90.1
95.4
100.7
106.0
111.3
116.6
121.9
127.2
132.0
Correction factors
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.990
0.980
0.980
0.960
0.960
0.940
0.940
0.960
0.980
1.000
1.000
1.000
1.000
1.000
1.000
1.000
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
1.53
2.00
2.28
2.60
2.42
2.42
2.17
1.70
1.50
1.50
1.22
1.15
1.06
1.00
1.30
1.32
1.18
1.06
1.05
1.30
1.34
1.23
1.11
1.10
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
50
56
68
84
88
94
97
96
91
85
86
79
81
74
56
62
61
69
66
65
56
55
50
48
40.5
40.1
40.4
40.1
40.3
40.2
40.1
40.3
40.4
40.4
40.0
40.3
40.0
40.0
40.6
40.5
40.4
40.4
40.1
40.2
40.0
40.4
40.3
40.4
1.22
1.37
1.65
2.04
2.13
2.28
2.35
2.32
2.19
2.05
2.10
1.91
1.98
1.81
1.36
1.50
1.48
1.67
1.61
1.58
1.38
1.34
1.22
1.17
Vc
a (sq ft)
(ft/s)
1.22
1.37
1.65
2.04
2.13
2.28
2.35
2.32
2.19
2.05
2.10
1.91
1.98
1.81
1.36
1.50
1.48
1.67
1.61
1.58
1.38
1.34
1.22
1.17
were determined using a USGS data sheet.
77
8.11
10.60
12.08
13.78
12.83
12.83
11.50
9.01
7.95
7.95
6.47
6.10
5.62
5.30
6.89
7.00
6.25
5.62
5.57
6.89
7.10
6.52
5.88
5.83
193.66
q (cfs)
9.86
14.54
19.90
28.14
27.28
29.19
27.06
20.88
17.26
15.98
13.28
11.19
10.65
9.00
8.78
10.08
9.07
9.39
8.97
10.91
9.77
8.72
7.19
6.83
343.92
Flow Dir Corr
(deg)
Flow Dir
(deg)
ESVI4_9-5-02 (TRIP 1)
ESVI4_9-5-02 (TRIP 1)
Gage = 2.15' at 18:00
W = 40.0'
C
Dist from w (ft)
factor
IP
0.0
1
1.6
1.6
1
3.2
1.6
1
4.8
1.6
1
6.4
1.6
1
8.0
1.6
1
9.6
1.6
1
11.2
1.6
1
12.8
1.6
1
14.4
1.6
1
16.0
1.6
1
17.6
1.6
1
19.2
1.6
1
20.8
1.6
1
22.4
1.6
1
24.0
1.6
1
25.6
1.6
1
27.2
1.6
1
28.8
1.6
1
30.4
1.6
1
32.0
1.6
1
33.6
1.6
1
35.2
1.6
1
36.8
1.6
1
38.4
1.6
40.0
d (ft)
0.00
0.38
0.65
0.85
1.00
1.10
1.10
1.20
1.30
1.40
1.30
1.30
1.20
1.30
1.40
1.20
1.10
1.00
0.90
0.70
0.70
0.60
0.50
0.30
0.22
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
30
40
30
35
45
30
31
40
35
60
52
55
60
59
75
50
65
65
40
36
27
30
1
0
78
Time V (ft/s)
(sec)
25
26
22
17
24
13
13
16
15
26
19
30
34
26
33
26
33
34
22
21
19
32
80
1.18
1.51
1.34
2.01
1.83
2.25
2.32
2.43
2.27
2.25
2.66
1.79
1.73
2.21
2.21
1.88
1.92
1.87
1.78
1.68
1.40
0.93
0.04
0.00
Vc
(ft/s)
1.18
1.51
1.34
2.01
1.83
2.25
2.32
2.43
2.27
2.25
2.66
1.79
1.73
2.21
2.21
1.88
1.92
1.87
1.78
1.68
1.40
0.93
0.04
0.00
a (sq ft)
q (cfs)
0.61
1.04
1.36
1.60
1.76
1.76
1.92
2.08
2.24
2.08
2.08
1.92
2.08
2.24
1.92
1.76
1.60
1.44
1.12
1.12
0.96
0.80
0.48
0.35
0.72
1.57
1.82
3.21
3.22
3.95
4.45
5.06
5.09
4.67
5.53
3.44
3.59
4.95
4.25
3.30
3.08
2.69
1.99
1.88
1.34
0.74
0.02
0.00
36.32
70.56
ESVI4_9-26-02 (TRIP 2)
ESVI4_9-26-02 (TRIP
Gage = 2.05' at 15:00
W = 53.0'
C
Dist from w
factor
IP
0.0
1
2.1
1
4.2
1
6.3
1
8.4
1
10.6
1
12.7
1
14.8
1
16.9
1
19.0
1
21.1
1
23.2
1
25.3
1
27.4
1
29.5
1
31.6
1
33.7
1
35.8
1
37.9
1
40.0
1
42.1
1
44.2
1
46.3
1
48.4
1
50.5
53.0
2)
(ft)
2.1
2.1
2.1
2.1
2.2
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
d (ft)
0.00
1.45
0.90
1.05
1.05
1.05
1.20
1.25
1.35
1.30
1.20
1.20
1.15
1.15
1.20
1.10
1.05
1.00
0.85
0.75
0.68
0.50
0.35
0.26
0.19
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0
2
10
20
30
50
50
50
50
30
30
30
30
30
30
30
30
30
30
30
30
20
10
6
79
Time V (ft/s)
(sec)
60
26
27
31
32
45.1
41.9
41
45.2
20.7
22.5
27.4
28
22.2
18.6
17.6
18.1
19.6
22.3
24.6
27.5
21.6
16.6
16.6
0.00
0.10
0.39
0.65
0.93
1.10
1.18
1.20
1.09
1.42
1.31
1.08
1.06
1.33
1.58
1.67
1.62
1.50
1.32
1.20
1.08
0.92
0.61
0.38
Vc
(ft/s)
0.00
0.10
0.39
0.65
0.93
1.10
1.18
1.20
1.09
1.42
1.31
1.08
1.06
1.33
1.58
1.67
1.62
1.50
1.32
1.20
1.08
0.92
0.61
0.38
a (sq ft)
q (cfs)
3.05
1.89
2.21
2.21
2.31
2.52
2.63
2.84
2.73
2.52
2.52
2.42
2.42
2.52
2.31
2.21
2.10
1.79
1.58
1.43
1.05
0.73
0.55
0.40
0.00
0.20
0.85
1.43
2.15
2.76
3.09
3.41
2.98
3.58
3.30
2.61
2.56
3.35
3.65
3.68
3.41
2.68
2.08
1.72
1.13
0.68
0.33
0.15
48.89
51.78
ESVI4_10-30-02 (TRIP 3)
ESVI4_10-30-02 (TRIP 3)
Gage = 2.67' at 9:00
W = 66.0'
C
Dist from w (ft)
factor
IP
0.0
1
2.6
2.6
1
5.2
2.6
1
7.8
2.6
1
10.4
2.6
1
13.0
2.6
1
15.6
2.6
1
18.2
2.6
1
20.8
2.6
1
23.4
2.6
1
26.0
2.6
1
28.6
2.6
1
31.2
2.6
1
33.8
2.6
1
36.4
2.6
1
39.0
2.6
1
41.6
2.6
1
44.2
2.6
1
46.8
2.6
1
49.4
2.6
1
52.0
2.6
1
54.6
2.6
1
57.2
2.6
1
59.8
2.6
1
62.4
2.6
66.0
d (ft)
0.00
1.06
1.17
1.25
1.15
1.15
1.00
1.00
1.05
1.15
1.22
1.30
1.40
1.45
1.58
1.63
1.55
1.53
1.43
1.20
1.10
0.83
0.55
0.57
0.42
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
80
Time V (ft/s)
(sec)
47.4
23.0
21.3
23.5
22.3
18.8
15.6
15.4
14.5
14.7
16.8
13.8
14.3
13.4
13.8
16.4
15.2
16.3
17.3
19.3
22.4
23.3
27.4
30.2
1.04
2.12
2.28
2.07
2.18
2.58
3.11
3.15
3.34
3.30
2.89
3.51
3.39
3.61
3.51
2.96
3.19
2.98
2.81
2.52
2.17
2.09
1.78
1.62
Vc
(ft/s)
1.04
2.12
2.28
2.07
2.18
2.58
3.11
3.15
3.34
3.30
2.89
3.51
3.39
3.61
3.51
2.96
3.19
2.98
2.81
2.52
2.17
2.09
1.78
1.62
a (sq ft)
q (cfs)
2.76
3.04
3.25
2.99
2.99
2.60
2.60
2.73
2.99
3.17
3.38
3.64
3.77
4.11
4.24
4.03
3.98
3.72
3.12
2.86
2.16
1.43
1.48
1.09
2.88
6.44
7.42
6.20
6.53
6.72
8.08
8.59
9.99
10.46
9.76
12.77
12.77
14.84
14.87
11.92
12.69
11.06
8.75
7.20
4.69
2.99
2.64
1.77
72.12
202.05
ESVI4_12-11-02 (TRIP 4)
ESVI4_12-11-02 (TRIP 4)
Gage = 2.27' at 14:00
W = 56.0'
C
Dist from w (ft)
factor
IP
1.0
1
4.2
3.2
1
6.4
2.2
1
8.6
2.2
1
10.8
2.2
1
13.0
2.2
1
15.2
2.2
1
17.4
2.2
1
19.6
2.2
1
21.8
2.2
1
24.0
2.2
1
26.2
2.2
1
28.4
2.2
1
30.6
2.2
1
32.8
2.2
1
35.0
2.2
1
37.2
2.2
1
39.4
2.2
1
41.6
2.2
1
43.8
2.2
1
46.0
2.2
1
48.2
2.2
1
50.4
2.2
1
52.6
2.2
1
54.8
2.2
56.0
d (ft)
0.00
0.60
0.72
0.74
0.70
0.62
0.54
0.45
0.51
0.50
0.57
0.62
0.70
0.80
0.85
0.95
1.04
1.09
1.10
1.06
0.99
0.97
0.74
0.66
0.52
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
5
20
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
81
Time V (ft/s)
(sec)
24.9
9.8
19.1
31.6
29.0
30.3
20.8
17.2
15.4
16.3
16.0
15.1
15.6
15.6
14.7
13.9
13.8
12.5
14.4
14.7
14.0
15.2
15.6
18.7
0.22
1.99
2.04
1.25
1.36
1.30
1.88
2.26
2.52
2.39
2.43
2.57
2.49
2.49
2.64
2.79
2.81
3.10
2.70
2.64
2.77
2.56
2.49
2.08
Vc
(ft/s)
0.22
1.99
2.04
1.25
1.36
1.30
1.88
2.26
2.52
2.39
2.43
2.57
2.49
2.49
2.64
2.79
2.81
3.10
2.70
2.64
2.77
2.56
2.49
2.08
a (sq ft)
q (cfs)
1.92
1.58
1.63
1.54
1.36
1.19
0.99
1.12
1.10
1.25
1.36
1.54
1.76
1.87
2.09
2.29
2.40
2.42
2.33
2.18
2.13
1.63
1.45
1.14
0.43
3.15
3.32
1.92
1.85
1.54
1.86
2.54
2.78
2.99
3.32
3.96
4.39
4.66
5.52
6.39
6.75
7.51
6.29
5.76
5.92
4.16
3.62
2.38
40.29
93.02
GLDI4_9-5-02 (TRIP 1)
GLDI4_9-5-02 (TRIP 1)
Gage = 7.80' at 9:00
W = 79.50'
C
Dist from w (ft)
factor
IP
79.5
1
76.2
3.3
1
73.0
3.2
1
69.8
3.2
1
66.6
3.2
1
63.4
3.2
1
60.2
3.2
1
57.2
3.0
1
54.0
3.2
1
50.8
3.2
1
47.6
3.2
1
44.4
3.2
1
41.2
3.2
1
38.0
3.2
1
34.8
3.2
1
31.6
3.2
1
28.4
3.2
1
25.2
3.2
1
22.0
3.2
1
18.8
3.2
1
15.6
3.2
1
12.4
3.2
1
9.2
3.2
1
6.0
3.2
1
2.8
3.2
0.0
d (ft)
0.00
1.10
1.43
1.24
1.38
1.16
0.71
0.80
0.87
0.90
0.90
0.90
0.80
0.80
0.80
0.58
0.67
0.61
0.62
0.60
0.62
0.63
0.70
0.88
0.45
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0
0
10
15
20
30
35
30
40
30
30
35
30
30
30
25
25
25
25
20
20
15
11
1
82
Time V (ft/s)
(sec)
38
37
28
33
34
26
39
29
31
30
27
32
32
31
31
44
39
37
36
26
36
40
0.00
0.00
0.28
0.42
0.72
0.90
1.02
1.14
1.02
1.02
0.96
1.15
1.10
0.93
0.93
0.81
0.81
0.58
0.65
0.55
0.56
0.58
0.32
0.06
Vc
(ft/s)
0.00
0.00
0.28
0.42
0.72
0.90
1.02
1.14
1.02
1.02
0.96
1.15
1.10
0.93
0.93
0.81
0.81
0.58
0.65
0.55
0.56
0.58
0.32
0.06
a (sq ft)
q (cfs)
3.63
4.58
3.97
4.42
3.71
2.27
2.40
2.78
2.88
2.88
2.88
2.56
2.56
2.56
1.86
2.14
1.95
1.98
1.92
1.98
2.02
2.24
2.82
1.44
0.00
0.00
1.13
1.86
2.66
2.05
2.45
3.17
2.92
2.95
2.76
2.95
2.81
2.38
1.73
1.73
1.57
1.14
1.24
1.09
1.14
1.31
0.91
0.08
64.43
42.03
GLDI4_9-25-02 (TRIP 2)
GLDI4_9-25-02 (TRIP 2)
Gage = 7.17' at 17:00
W = 49.0'
C
Dist w (ft) d (ft)
factor from
IP
1.000
0.985
0.985
0.985
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.985
0.985
0.985
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
48.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
0.00
0.35
0.48
0.48
0.48
0.57
0.65
0.72
0.64
0.47
0.53
0.48
0.56
0.58
0.49
0.40
0.33
0.37
0.32
0.34
0.36
0.40
0.65
0.28
%
Rev Time V (ft/s)
Vc
depth
(sec)
(ft/s)
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
52.9
34.1
38.1
35.8
27.5
26.2
27.8
23.4
20.1
19.4
21.7
22.6
20.6
25.5
27
24.3
31.9
33.8
40.2
35.2
27.5
43.2
49.7
83
0.39
0.59
0.53
0.57
0.73
0.76
0.72
0.85
0.99
1.02
0.92
0.88
0.96
0.78
0.74
0.82
0.63
0.60
0.51
0.58
0.73
0.48
0.42
0.39
0.59
0.53
0.57
0.73
0.76
0.72
0.85
0.99
1.02
0.92
0.88
0.96
0.78
0.74
0.82
0.63
0.60
0.51
0.58
0.73
0.48
0.42
a (sq ft) q (cfs) Flow Dir Corr
(deg)
Flow Dir
(deg)
0.70
0.96
0.96
0.96
1.14
1.30
1.44
1.28
0.94
1.06
0.96
1.12
1.16
0.98
0.80
0.66
0.74
0.64
0.68
0.72
0.80
1.30
0.56
0.28
0.56
0.51
0.54
0.78
0.93
0.98
1.02
0.87
1.02
0.83
0.93
1.05
0.76
0.58
0.53
0.47
0.38
0.35
0.42
0.58
0.62
0.23
21.86
15.21
0
350
350
350
340
340
340
340
340
340
340
340
340
350
350
350
0
0
0
0
0
0
0
90
440
440
440
430
430
430
430
430
430
430
430
430
440
440
440
90
90
90
90
90
90
90
GLDI4_12-12-02 (TRIP 3)
GLDI4_12-12-02 (TRIP 3)
Gage = 8.05' at 16:00
W = 83.0'
C
Dist from w (ft)
factor
IP
0.0
1
3.5
3.5
1
7.0
3.5
1
10.5
3.5
1
14.0
3.5
1
17.5
3.5
1
21.0
3.5
1
24.5
3.5
1
28.0
3.5
1
31.5
3.5
1
35.0
3.5
1
38.5
3.5
1
42.0
3.5
1
45.5
3.5
1
49.0
3.5
1
52.5
3.5
1
56.0
3.5
1
59.5
3.5
1
63.0
3.5
1
66.5
3.5
1
70.0
3.5
1
73.5
3.5
1
77.0
3.5
1
80.5
3.5
83.0
d (ft)
0.00
1.00
0.65
0.94
1.00
1.10
1.16
1.06
1.33
1.48
1.50
1.37
1.29
1.24
1.25
1.24
1.20
1.18
1.20
0.97
1.00
1.03
1.18
0.39
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0
2
10
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
15
0
84
Time V (ft/s)
(sec)
0
22.4
14.0
29.1
30.5
25.1
18.6
19.8
19.7
22.0
25.8
22.9
23.8
20.4
21.6
22.8
22.6
30.6
43.2
39.6
32.7
45.8
0.00
0.12
0.72
0.69
0.66
0.80
1.06
1.00
1.01
0.90
0.78
0.87
0.84
0.97
0.92
0.87
0.88
0.66
0.48
0.52
0.62
0.35
0.00
Vc
(ft/s)
0.00
0.12
0.72
0.69
0.66
0.80
1.06
1.00
1.01
0.90
0.78
0.87
0.84
0.97
0.92
0.87
0.88
0.66
0.48
0.52
0.62
0.35
0.00
a (sq ft)
q (cfs)
3.50
2.28
3.29
3.50
3.85
4.06
3.71
4.66
5.18
5.25
4.80
4.52
4.34
4.38
4.34
4.20
4.13
4.20
3.40
3.50
3.61
4.13
1.37
0.00
0.27
2.36
2.42
2.54
3.23
3.94
4.66
5.21
4.74
3.72
3.93
3.64
4.25
3.99
3.67
3.64
2.77
1.61
1.81
2.23
1.43
0.00
90.16
66.04
GLDI4_4-18-03 (TRIP 4)
GLDI4_4-18-03 (TRIP 4)
Gage = 9.50' at 10:00
W = 87.0'
C
Dist from w (ft)
factor
IP
0.0
1
3.5
3.5
1
7.0
3.5
1
10.5
3.5
1
14.0
3.5
1
17.5
3.5
1
21.0
3.5
1
24.5
3.5
1
28.0
3.5
1
31.5
3.5
1
35.0
3.5
1
38.5
3.5
1
42.0
3.5
1
45.5
3.5
1
49.0
3.5
1
52.5
3.5
1
56.0
3.5
1
59.5
3.5
1
63.0
3.5
1
66.5
3.5
1
70.0
3.5
1
73.5
3.5
1
77.0
3.5
1
80.5
3.5
1
84.0
3.5
87.0
d (ft)
0.00
2.15
3.00
2.73
2.35
2.60
2.68
2.91
2.74
2.70
2.60
2.53
2.52
2.70
2.88
2.39
2.60
2.70
2.55
2.60
2.50
2.37
2.10
2.12
1.45
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
19
34
7
26
44
15
5
46
58
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
85
Time V (ft/s)
(sec)
40.8
41.1
8.4
40.7
40.4
12.2
4.1
40.3
40.5
19.9
22.7
23.1
21.6
27.3
20.6
20.8
24.3
22.2
21
26.9
21.7
24.4
25.7
62.4
0.48
0.83
0.83
0.64
1.08
1.21
1.20
1.13
1.41
1.48
1.30
1.28
1.36
1.09
1.43
1.42
1.22
1.33
1.40
1.10
1.36
1.21
1.15
0.49
Vc
(ft/s)
0.48
0.83
0.83
0.64
1.08
1.21
1.20
1.13
1.41
1.48
1.30
1.28
1.36
1.09
1.43
1.42
1.22
1.33
1.40
1.10
1.36
1.21
1.15
0.49
a (sq ft)
q (cfs)
7.53
10.50
9.56
8.23
9.10
9.38
10.19
9.59
9.45
9.10
8.86
8.82
9.45
10.08
8.37
9.10
9.45
8.93
9.10
8.75
8.30
7.35
7.42
5.08
3.60
8.66
7.94
5.30
9.80
11.36
12.24
10.81
13.28
13.45
11.51
11.27
12.89
10.95
11.95
12.88
11.49
11.86
12.76
9.64
11.27
8.90
8.55
2.50
211.65
244.86
LKCI4_9-11-02 (TRIP 1)
LKCI4_9-11-02 (TRIP
Gage = 8.22' at 14:00
W = 97'
C
Dist from w
factor
IP
0.0
1
3.9
1
6.8
1
10.7
1
14.6
1
18.5
1
22.4
1
26.3
1
30.2
1
34.1
1
38.0
1
41.9
1
45.8
1
49.7
1
53.6
1
57.5
1
61.4
1
64.3
67.0
1)
(ft)
3.9
2.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
2.9
d (ft)
0.00
0.30
0.40
0.70
1.28
1.52
1.58
1.62
1.90
1.98
2.05
2.34
2.45
2.59
2.91
2.99
3.89
2.00
%depth
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
Rev
0
0
0
15
35
42
49
53
51
47
48
40
50
45
40
45.5
22
86
Time V (ft/s)
(sec)
40
40
40
40
40
40
40
40
40
40
40
40
40
40
0.00
0.00
0.00
0.39
0.87
1.04
1.21
1.30
1.26
1.16
1.18
0.99
1.23
1.11
0.99
1.12
0.56
Vc
(ft/s)
a (sq ft)
q (cfs)
4.99
5.93
6.16
6.32
7.41
7.72
8.00
9.13
9.56
10.10
11.35
11.66
15.17
5.80
1.95
5.16
6.40
7.63
9.66
9.69
9.27
10.80
9.47
12.43
12.61
11.56
17.04
3.24
119.29
126.90
LKCI4_10-9-02 (TRIP 2)
LKCI4_10-9-02 (TRIP 2)
Gage = 9.50' at 9:50
W = 202'
C
Dist from w (ft)
factor
IP
14.0
1
22.0
8
1
30.0
8
1
38.0
8
1
46.0
8
1
54.0
8
1
62.0
8
1
70.0
8
1
78.0
8
1
86.0
8
1
94.0
8
1
102.0
8
1
110.0
8
1
118.0
8
1
126.0
8
1
134.0
8
1
142.0
8
1
150.0
8
1
158.0
8
1
166.0
8
1
174.0
8
1
182.0
8
1
190.0
8
1
198.0
8
1
206.0
8
216.0
d (ft)
0.00
1.40
1.06
0.90
1.03
1.09
1.09
1.22
1.62
1.13
2.45
2.65
2.53
2.46
2.53
2.29
2.14
1.87
1.89
1.76
1.44
1.18
1.81
1.58
1.80
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
30
30
30
30
30
30
30
30
30
30
50
50
50
50
50
50
50
50
50
30
30
30
30
30
87
Time V (ft/s)
(sec)
31.4
22.4
19.9
14.2
15.5
14.6
13.8
15.0
13.4
10.9
21.2
22.7
24.3
23.7
24.4
24.3
31.0
28.6
34.4
22.0
17.0
19.0
20.1
60.1
0.95
1.32
1.48
2.06
1.89
2.00
2.12
1.95
2.18
2.67
2.30
2.15
2.01
2.06
2.00
2.01
1.58
1.71
1.43
1.34
1.73
1.55
1.46
0.51
Vc
(ft/s)
0.95
1.32
1.48
2.06
1.89
2.00
2.12
1.95
2.18
2.67
2.30
2.15
2.01
2.06
2.00
2.01
1.58
1.71
1.43
1.34
1.73
1.55
1.46
0.51
a (sq ft)
q (cfs)
11.20
8.48
7.20
8.24
8.72
8.72
9.76
12.96
9.04
19.60
21.20
20.24
19.68
20.24
18.32
17.12
14.96
15.12
14.08
11.52
9.44
14.48
12.64
14.40
10.62
11.17
10.64
16.97
16.47
17.47
20.67
25.28
19.71
52.39
48.66
43.43
39.48
41.62
36.61
34.35
23.63
25.84
20.08
15.44
16.29
22.40
18.50
7.35
327.36
595.07
LKCI4_10-31-02 (TRIP 3)
LKCI4_10-31-02 (TRIP 3)
Gage = 8.90' at 10:00
W = 169'
C
Dist from w (ft)
factor
IP
0.0
1
6.8
6.8
1
13.6
6.8
13.6
0
1
20.4
6.8
20.4
0
1
27.2
6.8
27.2
0
1
34.0
6.8
34.0
0
1
40.8
6.8
40.8
0
1
47.6
6.8
1
54.4
6.8
1
61.2
6.8
1
68.0
6.8
1
74.8
6.8
1
81.6
6.8
1
88.4
6.8
1
95.2
6.8
1
102.0
6.8
1
108.8
6.8
1
115.6
6.8
1
122.4
6.8
1
129.2
6.8
1
136.0
6.8
1
142.8
6.8
1
149.6
6.8
1
156.4
6.8
1
163.2
6.8
169.0
d (ft)
0.00
2.80
3.30
3.45
3.60
3.30
3.15
2.85
1.90
1.62
1.65
1.60
1.55
1.30
1.09
0.70
0.50
0.37
0.49
0.60
0.30
0.40
0.45
0.70
0.78
%depth
Rev
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
10
30
30
30
30
30
20
30
30
30
30
25
30
30
30
30
30
30
30
30
30
20
20
20
14
20
20
20
2
88
Time V (ft/s)
(sec)
17.5
17.0
11.9
15.4
12.2
12.5
12.1
13.9
11.8
16.3
13.8
15.3
18.4
18.0
19.2
21.2
17.1
18.4
23.1
24.9
36.4
14.4
14.0
15.3
44.3
25.3
29.0
25.3
18.0
0.58
1.73
2.45
1.90
2.39
2.34
1.62
2.10
2.47
1.80
2.12
1.60
1.60
1.63
1.53
1.39
1.72
1.60
1.28
1.19
0.82
1.36
1.40
1.29
0.33
0.79
0.69
0.79
0.14
Vc
(ft/s)
0.58
2.09
0
2.15
0
1.98
0
2.29
0
1.96
0
1.60
1.60
1.63
1.53
1.39
1.72
1.60
1.28
1.19
0.82
1.36
1.40
1.29
0.33
0.79
0.69
0.79
0.14
a (sq ft)
q (cfs)
19.04
22.44
11.04
46.86
23.46
50.35
24.48
48.38
22.44
51.33
21.42
41.94
19.38
12.92
11.02
11.22
10.88
10.54
8.84
7.41
4.76
3.40
2.52
3.33
4.08
2.04
2.72
3.06
4.76
5.30
31.00
20.62
17.97
17.18
15.12
18.08
14.11
9.47
5.65
2.80
3.43
4.67
5.25
0.68
2.15
2.12
3.76
0.73
261.46
424.68
LKCI4_11-14-02 (TRIP 4)
LKCI4_11-14-02 (TRIP 4)
Gage = 8.51' at 16:30
W = 84'
C
Dist from w (ft)
factor
IP
0.0
1
3.4
3.4
1
6.8
3.4
1
10.2
3.4
1
13.6
3.4
1
17.0
3.4
1
20.4
3.4
1
23.8
3.4
1
27.2
3.4
1
30.6
3.4
1
34.0
3.4
1
37.4
3.4
1
40.8
3.4
1
44.2
3.4
1
47.6
3.4
1
51.0
3.4
1
54.4
3.4
1
57.8
3.4
1
61.2
3.4
1
64.6
3.4
1
68.0
3.4
0
1
71.4
3.4
0
1
74.8
3.4
0
1
78.2
3.4
0
1
81.6
3.4
84.0
d (ft)
0.00
0.35
0.80
0.90
1.00
1.08
1.04
1.28
1.41
1.60
1.85
2.00
2.30
2.60
2.70
2.65
2.80
2.98
2.85
2.99
3.30
3.40
3.30
3.70
2.00
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
20
20
20
20
20
20
30
30
30
30
30
30
40
40
40
40
40
40
30
30
30
30
30
30
30
30
30
30
89
Time V (ft/s)
(sec)
31.9
37.7
23.4
23.5
20.3
16.5
26.2
19.5
20.5
22.5
19.5
17.9
25.2
21.1
21.1
19.3
21.3
25.7
14.3
19.4
14.4
21.6
13.9
19.9
15.6
23.9
13.3
27.2
0.63
0.54
0.85
0.85
0.98
1.19
1.13
1.51
1.44
1.31
1.51
1.64
1.55
1.85
1.85
2.02
1.83
1.53
2.04
1.52
2.03
1.36
2.10
1.48
1.88
1.24
2.20
1.09
Vc
(ft/s)
0.63
0.54
0.85
0.85
0.98
1.19
1.13
1.51
1.44
1.31
1.51
1.64
1.55
1.85
1.85
2.02
1.83
1.53
2.04
1.52
2.03
1.36
2.10
1.48
1.88
1.24
2.20
1.09
a (sq ft)
q (cfs)
1.19
2.72
3.06
3.40
3.67
3.54
4.35
4.79
5.44
6.29
6.80
7.82
8.84
9.18
9.01
9.52
10.13
9.69
10.17
11.22
0.75
1.47
2.61
2.88
3.59
4.22
4.92
7.23
7.81
8.25
10.25
12.82
13.74
16.99
16.68
19.24
18.58
14.78
20.79
17.00
11.56
15.77
11.22
16.59
12.58
15.55
6.80
7.41
172.99
259.93
NEPI4_9-3-02 (TRIP 1)
NEPI4_9-3-02 (TRIP 1)
Gage = 14.08' at 12:00
W =60.5'
C
Dist from w (ft)
factor
IP
0.0
2.4
1
4.8
4.8
1
7.3
2.5
1
9.7
2.4
1
12.1
2.4
1
14.5
2.4
1
16.9
2.4
1
19.4
2.5
1
21.7
2.3
1
24.2
2.5
1
26.6
2.4
1
29.0
2.4
1
31.5
2.5
1
33.9
2.4
1
36.3
2.4
1
38.7
2.4
1
41.1
2.4
1
43.6
2.5
1
46.0
2.4
1
48.4
2.4
1
50.8
2.4
1
53.2
2.4
0.97
55.7
2.5
0.97
58.0
2.3
60.5
d (ft)
0.15
0.40
0.70
0.90
0.65
0.77
1.00
0.90
1.00
1.10
1.10
1.00
1.10
1.10
1.10
1.10
1.10
0.90
0.80
0.70
0.60
0.65
0.50
0.60
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
15
15
15
20
20
20
25
30
25
25
25
20
25
20
20
20
20
20
20
20
20
20
10
90
Time V (ft/s)
(sec)
45.3
45
30.2
31.8
30.4
32
30.2
39.9
36.5
40.1
41.4
33.7
39.4
37.2
43.5
32.4
39.4
32.5
35.7
35.2
39.4
39.5
39.4
0.35
0.35
0.51
0.63
0.66
0.63
0.83
0.75
0.69
0.63
0.61
0.60
0.64
0.55
0.47
0.62
0.52
0.62
0.57
0.58
0.52
0.52
0.27
Vc
(ft/s)
0.35
0.35
0.51
0.63
0.66
0.63
0.83
0.75
0.69
0.63
0.61
0.60
0.64
0.55
0.47
0.62
0.52
0.62
0.57
0.58
0.52
0.50
0.27
a (sq ft)
q (cfs)
1.92
1.75
2.16
1.56
1.85
2.40
2.25
2.30
2.75
2.64
2.40
2.75
2.64
2.64
2.64
2.64
2.25
1.92
1.68
1.44
1.56
1.25
1.38
0.67
0.61
1.10
0.99
1.22
1.51
1.86
1.73
1.89
1.66
1.47
1.65
1.69
1.44
1.25
1.65
1.17
1.19
0.96
0.83
0.81
0.63
0.37
48.77
28.35
NEPI4_9-24-02 (TRIP 2)
NEPI4_9-24-02 (TRIP 2)
Gage = 14.22' at 12:30
W =60.0'
C
Dist from w (ft)
factor
IP
0.0
1
2.4
2.4
1
4.8
2.4
1
7.2
2.4
1
9.6
2.4
1
12.0
2.4
1
14.4
2.4
1
16.8
2.4
1
19.2
2.4
1
21.6
2.4
1
24.0
2.4
1
26.4
2.4
1
28.8
2.4
1
31.2
2.4
1
33.6
2.4
1
36.0
2.4
1
38.4
2.4
1
40.8
2.4
1
43.2
2.4
1
45.6
2.4
1
48.0
2.4
1
50.4
2.4
1
52.8
2.4
1
55.2
2.4
1
57.6
2.4
60.0
d (ft)
0.38
0.75
0.88
0.83
0.87
0.98
1.10
1.11
1.13
1.22
1.17
1.16
1.15
1.20
1.17
1.12
1.12
1.03
0.89
0.90
0.88
0.68
0.64
0.7
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
20
20
20
20
20
20
91
Time V (ft/s)
(sec)
50
33.3
25.9
17.2
13.9
14.1
12.8
13.9
11.2
12.8
11.4
12.8
15.8
15.3
12.8
13.7
11.2
26.8
36.3
31.3
35.8
40.8
53.6
0
0.22
0.32
0.40
0.59
0.72
0.71
0.78
0.72
0.89
0.78
0.87
0.78
0.64
0.66
0.78
0.73
0.89
0.75
0.56
0.64
0.57
0.50
0.39
Vc
(ft/s)
0.22
0.32
0.40
0.59
0.72
0.71
0.78
0.72
0.89
0.78
0.87
0.78
0.64
0.66
0.78
0.73
0.89
0.75
0.56
0.64
0.57
0.50
0.39
a (sq ft)
q (cfs)
1.80
2.11
1.99
2.09
2.35
2.64
2.66
2.71
2.93
2.81
2.78
2.76
2.88
2.81
2.69
2.69
2.47
2.14
2.16
2.11
1.63
1.54
1.68
0.40
0.67
0.80
1.23
1.70
1.88
2.08
1.96
2.60
2.19
2.43
2.16
1.84
1.85
2.10
1.97
2.20
1.60
1.21
1.36
0.93
0.77
0.65
54.43
36.57
NEPI4_11-1-02 (TRIP 3)
NEPI4_11-1-02 (TRIP 3)
Gage = 14.71' at 14:30
W =92.0'
C
Dist from w (ft)
factor
IP
0.0
1
3.7
3.7
1
7.4
3.7
1
11.1
3.7
1
14.8
3.7
1
18.5
3.7
1
22.2
3.7
1
25.9
3.7
1
29.6
3.7
1
33.3
3.7
1
37.0
3.7
1
40.7
3.7
1
44.4
3.7
1
48.1
3.7
1
51.8
3.7
1
55.5
3.7
1
59.2
3.7
1
62.9
3.7
1
66.6
3.7
1
70.3
3.7
1
74.0
3.7
1
77.7
3.7
1
81.4
3.7
1
85.1
3.7
1
88.8
3.7
92.0
d (ft)
0.90
0.80
0.81
0.79
0.95
0.85
1.08
1.19
0.99
0.95
0.99
0.90
0.75
0.85
1.02
1.34
1.34
1.45
1.45
1.37
1.38
1.30
1.20
1.25
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
20
20
20
20
20
20
20
20
20
20
20
30
30
30
30
30
30
30
30
30
30
30
30
10
92
Time V (ft/s)
(sec)
22.7
21.0
24.2
20.7
20.6
19.8
18.4
19.5
18.9
15.2
13.5
21.0
23.7
28.1
25.9
22.3
24.3
19.5
23.1
18.2
20.4
21.4
25.9
13.2
0.88
0.95
0.82
0.96
0.96
1.00
1.07
1.02
1.05
1.29
1.45
1.40
1.25
1.06
1.14
1.32
1.22
1.51
1.28
1.61
1.44
1.38
1.14
0.76
Vc
(ft/s)
0.88
0.95
0.82
0.96
0.96
1.00
1.07
1.02
1.05
1.29
1.45
1.40
1.25
1.06
1.14
1.32
1.22
1.51
1.28
1.61
1.44
1.38
1.14
0.76
a (sq ft)
q (cfs)
3.33
2.96
3.00
2.92
3.52
3.15
4.00
4.40
3.66
3.52
3.66
3.33
2.78
3.15
3.77
4.96
4.96
5.36
5.37
5.07
5.11
4.81
4.44
4.63
2.92
2.80
2.47
2.80
3.39
3.15
4.29
4.47
3.83
4.55
5.32
4.67
3.46
3.32
4.31
6.56
6.03
8.09
6.86
8.18
7.37
6.62
5.07
3.51
95.83
114.04
NEPI4_12-13-02 (TRIP 4)
NEPI4_12-13-02 (TRIP 4)
Gage = 14.61' at 15:30
W =92.0'
C
Dist from w (ft)
factor
IP
0.0
1
3.5
3.5
1
7.0
3.5
1
10.5
3.5
1
14.0
3.5
1
17.5
3.5
1
21.0
3.5
1
24.5
3.5
1
28.0
3.5
1
31.5
3.5
1
35.0
3.5
1
38.5
3.5
1
42.0
3.5
1
45.5
3.5
1
49.0
3.5
1
52.5
3.5
1
56.0
3.5
1
59.5
3.5
1
63.0
3.5
1
66.5
3.5
1
70.0
3.5
1
73.5
3.5
1
77.0
3.5
1
80.5
3.5
1
84.0
3.5
1
87.5
3.5
92.0
d (ft)
0.60
0.65
0.64
0.66
0.70
0.91
0.94
0.94
0.86
0.70
0.81
0.89
0.81
0.78
0.73
0.72
0.83
1.26
1.44
1.49
1.58
1.49
1.30
1.26
1.38
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
93
Time V (ft/s)
(sec)
45.0
37.8
30.0
30.6
31.1
21.6
21.9
19.8
16.8
20.3
20.5
16.3
18.4
18.4
23.3
21.7
19.0
16.7
14.2
9.7
10.8
7.6
10.6
16.4
31.8
0.20
0.28
0.35
0.34
0.34
0.48
0.47
0.52
0.60
0.50
0.50
0.62
0.55
0.55
0.44
0.47
0.54
0.61
0.71
1.02
0.92
1.29
0.94
0.62
0.33
Vc
(ft/s)
0.20
0.28
0.35
0.34
0.34
0.48
0.47
0.52
0.60
0.50
0.50
0.62
0.55
0.55
0.44
0.47
0.54
0.61
0.71
1.02
0.92
1.29
0.94
0.62
0.33
a (sq ft)
q (cfs)
2.10
2.28
2.24
2.31
2.45
3.19
3.29
3.29
3.01
2.45
2.84
3.12
2.84
2.73
2.56
2.52
2.91
4.41
5.04
5.22
5.53
5.22
4.55
4.41
4.83
0.42
0.65
0.79
0.80
0.83
1.51
1.54
1.70
1.81
1.23
1.42
1.93
1.57
1.51
1.13
1.19
1.56
2.67
3.56
5.32
5.09
6.75
4.26
2.72
0.83
85.30
52.80
PROI4_9-11-02 (TRIP 1)
PROI4_9-11-02 (TRIP 1)
Gage = 4.57' at 17:00
W = 139'
C
Dist
w (ft) d (ft)
%
factor from IP
depth
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.866
-0.866
0.0
5.5
11.0
16.5
22.0
27.5
33.0
38.5
44.0
49.5
55.0
60.5
66.0
71.5
77.0
82.5
88.0
93.5
99.0
104.5
110.0
115.5
121.0
126.5
132.0
139.0
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
5.5
5.5
5.5
0.65
0.85
0.94
1.15
1.35
1.58
2.00
2.15
2.20
2.30
2.40
2.20
1.91
1.80
2.05
1.91
1.85
1.80
1.91
1.90
1.90
1.90
2.30
1.65
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
Rev
11
16
20
25
34
47
51
57
66
68
59
60
64
59
50
56
52
53
43
44
33
27
12
5
Time V (ft/s)
(sec)
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
94
0.30
0.42
0.51
0.63
0.85
1.16
1.26
1.40
1.62
1.66
1.45
1.47
1.57
1.45
1.23
1.38
1.28
1.30
1.06
1.09
0.82
0.68
0.32
0.15
Vc
(ft/s)
0.30
0.42
0.51
0.63
0.85
1.16
1.26
1.40
1.62
1.66
1.45
1.47
1.57
1.45
1.23
1.38
1.28
1.30
1.06
1.09
0.82
0.68
0.32
0.15
a (sq ft)
q (cfs)
3.58
4.68
5.17
6.33
7.43
8.69
11.00
11.83
12.10
12.65
13.20
12.10
10.51
9.90
11.28
10.51
10.18
9.90
10.51
10.45
10.45
10.45
12.65
9.08
1.05
1.94
2.64
3.99
6.29
10.07
13.80
16.54
19.54
21.04
19.10
17.80
16.46
14.33
13.88
14.44
13.01
12.90
11.17
11.36
8.60
7.10
3.49
-1.19
234.58
259.37
Flow
Dir
(deg)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30
150
Corr
Flow Dir
(deg)
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
60
-60
PROI4_10-8-02 (TRIP 2)
PROI4_10-8-02 (TRIP 2)
Gage = 7.79' at 15:15
W = 206'
C
Dist
w (ft) d (ft)
%
factor from IP
depth
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
0.9848
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.00
8.25
8.25
16.50
24.75
24.75
33.00
33.00
41.25
41.25
49.50
49.50
57.75
66.00
66.00
74.25
74.25
82.50
82.50
90.75
90.75
99.00
99.00
107.25
107.25
115.50
115.50
123.75
123.75
132.00
132.00
140.25
140.25
148.50
148.50
156.75
156.75
165.00
165.00
173.25
173.25
181.50
181.50
189.75
189.75
198.00
198.00
206.00
8.25
0.00
8.25
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
8.25
0.00
0.00
3.10
3.10
2.80
4.20
4.20
4.00
4.00
4.30
4.30
3.10
3.10
2.70
3.50
3.50
3.90
3.90
4.00
4.00
3.80
3.80
4.90
4.90
4.40
4.40
4.40
4.40
4.00
4.00
4.80
4.80
4.70
4.70
5.60
5.60
5.80
5.80
5.30
5.30
5.50
5.50
4.40
4.40
5.30
5.30
3.50
3.50
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
Rev
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
Time V (ft/s)
(sec)
50.3
34.8
33.8
36.5
35.0
26.4
25.0
31.4
23.0
30.0
20.4
21.1
47.2
20.6
32.4
25.7
28.5
20.4
26.4
20.8
31.0
20.1
28.6
20.6
31.1
22.3
26.5
25.2
24.3
22.2
26.8
22.5
30.7
23.7
31.9
21.5
31.9
23.7
41.9
23.2
37.4
37.7
35.6
30.1
49.3
43.1
1.33
1.92
1.98
1.83
1.91
2.52
2.66
2.12
2.89
2.22
3.26
3.15
1.42
3.23
2.06
2.59
2.34
3.26
2.52
3.20
2.15
3.31
2.33
3.23
2.15
2.98
2.51
2.64
2.74
3.00
2.49
2.96
2.17
2.81
2.09
3.09
2.09
2.81
1.60
2.87
1.79
1.77
1.88
2.22
1.36
1.55
Vc
(ft/s)
1.63
0.00
1.98
1.87
0.00
2.59
0.00
2.51
0.00
2.74
0.00
3.15
2.32
0.00
2.33
0.00
2.80
0.00
2.86
0.00
2.73
0.00
2.78
0.00
2.56
0.00
2.58
0.00
2.87
0.00
2.72
0.00
2.49
0.00
2.59
0.00
2.45
0.00
2.23
0.00
1.78
0.00
2.05
0.00
1.46
0.00
a (sq ft)
25.58
0.00
23.10
34.65
0.00
33.00
0.00
35.48
0.00
25.58
0.00
22.28
28.88
0.00
32.18
0.00
33.00
0.00
31.35
0.00
40.43
0.00
36.30
0.00
36.30
0.00
33.00
0.00
39.60
0.00
38.78
0.00
46.20
0.00
47.85
0.00
43.73
0.00
45.38
0.00
36.30
0.00
43.73
0.00
28.88
0.00
q (cfs)
40.95
0.00
44.93
63.78
0.00
84.30
0.00
87.67
0.00
69.06
0.00
69.17
67.11
0.00
74.83
0.00
92.40
0.00
89.69
0.00
110.38
0.00
100.92
0.00
93.10
0.00
85.09
0.00
113.61
0.00
105.55
0.00
115.08
0.00
124.08
0.00
107.14
0.00
101.32
0.00
64.60
0.00
89.46
0.00
42.05
0.00
841.50 2036.28
95
Flow
Dir
(deg)
350
350
350
350
350
350
350
350
350
350
350
350
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
Corr
Flow Dir
(deg)
440
440
440
440
440
440
440
440
440
440
440
440
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
PROI4_10-31-02 (TRIP 3)
PROI4_10-31-02 (TRIP 3)
Gage = 5.63' at 12:20
W = 199'
C
Dist
w (ft) d (ft)
%
factor from IP
depth
1
1
0.9848
0.9848
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
0.9962
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0
8.0
16.0
24.0
32.0
40.0
48.0
56.0
64.0
72.0
80.0
88.0
96.0
104.0
112.0
120.0
128.0
128.0
136.0
144.0
144.0
152.0
152.0
160.0
160.0
168.0
168.0
176.0
184.0
184.0
192.0
199.0
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
0.00
8.00
8.00
0.00
8.00
0.00
8.00
0.00
8.00
0.00
8.00
8.00
0.00
8.00
0.00
0.70
1.20
2.10
2.20
1.70
1.30
1.40
1.90
2.40
2.60
2.80
2.50
2.80
2.60
2.60
3.00
3.00
2.80
3.20
3.20
3.20
3.20
3.60
3.60
4.00
4.00
2.80
3.60
3.60
2.00
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.8
0.2
0.6
Rev
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
10
15
10
20
Time V (ft/s)
(sec)
0.0
47.0
28.4
24.4
20.3
19.9
18.6
17.9
20.1
19.7
21.0
18.6
19.4
22.2
22.9
27.0
19.7
19.2
23.2
18.5
22.7
18.7
29.8
20.7
28.2
22.9
56.9
45.3
40.2
40.5
96
0.00
0.96
1.57
1.83
2.19
2.23
2.39
2.48
2.21
2.26
2.12
2.39
2.29
2.00
1.94
1.65
2.26
2.31
1.92
2.40
1.96
2.38
1.50
2.15
1.58
1.94
0.41
0.75
0.57
1.11
Vc
(ft/s)
0.00
0.96
1.57
1.83
2.19
2.23
2.39
2.48
2.21
2.26
2.12
2.39
2.29
2.00
1.94
1.95
0.00
2.31
2.16
0.00
2.17
0.00
1.82
0.00
1.76
0.00
0.41
0.66
0.00
1.11
a (sq ft)
q (cfs)
5.60
9.60
16.80
17.60
13.60
10.40
11.20
15.20
19.20
20.80
22.40
20.00
22.40
20.80
20.80
24.00
0.00
22.40
25.60
0.00
25.60
0.00
28.80
0.00
32.00
0.00
22.40
28.80
0.00
16.00
0.00
9.18
25.99
31.64
29.68
23.15
26.65
37.58
42.31
46.76
47.26
47.78
51.32
41.69
40.43
46.89
0.00
51.85
55.30
0.00
55.51
0.00
52.51
0.00
56.41
0.00
9.08
18.93
0.00
17.71
472.00
865.63
Flow
Dir
(deg)
360
360
350
350
355
355
355
355
355
355
355
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
Corr
Flow Dir
(deg)
450
450
440
440
445
445
445
445
445
445
445
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
PROI4_11-14-02 (TRIP 4)
PROI4_11-14-02 (TRIP 4)
Gage = 5.10' at 14:00
W = 160'
C
Dist
w (ft) d (ft)
%
factor from IP
depth
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
40.0
46.4
52.8
59.2
65.6
72.0
78.4
84.8
91.2
91.2
97.6
97.6
104.0
104.0
110.4
110.4
116.8
116.8
123.2
123.2
129.6
129.6
136.0
136.0
142.4
142.4
148.8
155.2
161.6
168.0
174.4
180.8
187.2
193.6
200.0
6.40
6.40
6.40
6.40
6.40
6.40
6.40
6.40
0.00
6.40
0.00
6.40
0.00
6.40
0.00
6.40
0.00
6.40
0.00
6.40
0.00
6.40
0.00
6.40
0.00
6.40
6.40
6.40
6.40
6.40
6.40
6.40
6.40
0.00
0.50
0.90
1.20
1.60
2.00
2.30
2.62
3.00
3.00
3.17
3.17
3.45
3.45
3.50
3.50
3.60
3.60
3.62
3.62
3.61
3.61
3.40
3.40
3.20
3.20
2.99
2.68
2.55
2.50
2.35
1.80
1.85
1.34
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
Rev
0
2
10
20
20
20
20
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
20
10
Time V (ft/s)
(sec)
0.0
16.5
31.4
40.8
24.2
17.3
13.4
22.5
16.3
22.5
17.6
16.2
15.6
16.2
14.2
18.4
12.9
18.4
12.5
17.4
13.3
22.3
14.5
19.1
15.3
17.3
21.1
28.0
36.5
29.7
46.8
97
0.00
0.15
0.34
0.50
0.82
1.14
1.46
1.31
1.80
1.31
1.67
1.81
1.88
1.81
2.06
1.60
2.26
1.60
2.34
1.69
2.20
1.32
2.02
1.54
1.91
1.70
1.40
1.06
0.82
0.68
0.24
0.11
0
Vc
(ft/s)
0.00
0.15
0.34
0.50
0.82
1.14
1.46
1.55
0.00
1.49
0.00
1.84
0.00
1.93
0.00
1.93
0.00
1.97
0.00
1.94
0.00
1.67
0.00
1.73
0.00
1.70
1.40
1.06
0.82
0.68
0.24
0.11
0.00
a (sq ft)
q (cfs)
3.20
5.76
7.68
10.24
12.80
14.72
16.77
19.20
0.00
20.29
0.00
22.08
0.00
22.40
0.00
23.04
0.00
23.17
0.00
23.10
0.00
21.76
0.00
20.48
0.00
19.14
17.15
16.32
16.00
15.04
11.52
11.84
8.58
0.00
0.85
2.59
5.14
10.55
16.79
24.55
29.85
0.00
30.21
0.00
40.69
0.00
43.32
0.00
44.46
0.00
45.54
0.00
44.85
0.00
36.34
0.00
35.35
0.00
32.45
23.94
17.29
13.12
10.19
2.72
1.30
0.00
382.27
512.09
Flow
Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
Corr
Flow Dir
(deg)
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
STBI4_9-4-02 (TRIP 1)
STBI4_9-4-02 (TRIP 1)
Gage = 5.64' at 15:45
W = 140'
C
Dist w (ft) d (ft)
%
Rev Time V (ft/s)
factor from
depth
(sec)
IP
0.0
0.00
1
5.6
5.6
1.80
0.6
0
0.0
0.00
-0.5
11.2
5.6
2.40
0.6
1
52.0
0.06
1
16.8
5.6
2.00
0.6
10
30.0
0.75
1
22.4
5.6
1.00
0.6
10
45.0
0.51
1
28.0
5.6
0.80
0.6
0
0.0
0.00
1
33.6
5.6
0.80
0.6
0
0.0
0.00
1
39.2
5.6
1.70
0.6
56
30.0
4.13
1
44.8
5.6
1.50
0.6
60
35.0
3.80
1
50.4
5.6
1.50
0.6
55
30.0
4.06
1
56.0
5.6
1.40
0.6
41
31.0
2.93
1
61.6
5.6
1.30
0.6
49
30.0
3.62
1
67.2
5.6
1.20
0.6
47
30.0
3.47
0.9848
72.8
5.6
0.90
0.6
41
30.0
3.03
1
78.4
5.6
1.30
0.6
50
34.0
3.26
1
84.0
5.6
1.30
0.6
30
30.0
2.22
1
89.6
5.6
2.70
0.6
39
30.0
2.88
1
95.2
5.6
2.90
0.6
29
30.0
2.15
1 100.8
5.6
2.50
0.6
17
37.0
1.03
1 106.4
5.6
1.50
0.6
25
39.0
1.43
1 112.0
5.6
1.50
0.6
15
40.0
0.84
1 117.6
5.6
1.10
0.6
11
35.0
0.71
1 123.2
5.6
1.20
0.6
7
43.0
0.38
1 128.8
5.6
1.10
0.6
8
33.0
0.55
1 134.4
5.6
1.10
0.6
1
35.0
0.08
140.0
98
Vc
(ft/s)
0.00
0.06
0.75
0.51
0.00
0.00
4.13
3.80
4.06
2.93
3.62
3.47
3.03
3.26
2.22
2.88
2.15
1.03
1.43
0.84
0.71
0.38
0.55
0.08
a (sq ft)
q (cfs)
10.08
13.44
11.20
5.60
4.48
4.48
9.52
8.40
8.40
7.84
7.28
6.72
5.04
7.28
7.28
15.12
16.24
14.00
8.40
8.40
6.16
6.72
6.16
6.16
0.00
-0.41
8.43
2.84
0.00
0.00
39.36
31.90
34.11
23.00
26.35
23.34
15.05
23.74
16.18
43.61
34.91
14.44
12.02
7.10
4.38
2.53
3.40
0.50
204.40
366.79
Flow Dir
(deg)
360
120
360
360
360
360
360
360
360
360
360
360
350
360
360
360
360
360
360
360
360
360
360
360
Corr
Flow Dir
(deg)
-270
-30
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-260
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
STBI4_9-25-02 (TRIP 2)
STBI4_9-25-02 (TRIP 2)
Gage = 5.58' at 15:00
W = 90'
C
Dist w (ft) d (ft)
%
Rev Time V (ft/s)
factor from
depth
(sec)
IP
0.0
0.00
1
3.6
3.6
0.90
0.6
20
12.7
1.54
1
7.2
3.6
1.10
0.6
50
23.4
2.08
1
10.8
3.6
1.25
0.6
50
23.0
2.12
1
14.4
3.6
1.25
0.6
50
18.4
2.64
1
18.0
3.6
1.45
0.6
50
16.8
2.89
1
21.6
3.6
1.60
0.6
50
18.6
2.61
1
25.2
3.6
1.40
0.6
50
19.6
2.48
1
28.8
3.6
1.30
0.6
50
21.1
2.31
1
32.4
3.6
1.30
0.6
50
17.3
2.81
1
36.0
3.6
1.50
0.6
50
15.7
3.09
1
39.6
3.6
1.30
0.6
50
15.0
3.23
1
43.2
3.6
1.50
0.6
50
13.9
3.48
1
46.8
3.6
1.60
0.6
50
18.4
2.64
1
50.4
3.6
1.60
0.6
50
20.0
2.43
1
54.0
3.6
1.45
0.6
50
20.1
2.42
1
57.6
3.6
1.30
0.6
50
19.8
2.46
1
61.2
3.6
1.05
0.6
50
26.7
1.83
1
64.8
3.6
0.90
0.6
50
34.4
1.43
0.9659
68.4
3.6
0.85
0.6
50
54.6
0.91
0.9659
72.0
3.6
0.60
0.6
30
29.1
1.02
0.9659
75.6
3.6
0.50
0.6
30
42.0
0.72
0.9659
79.2
3.6
0.65
0.6
30
32.8
0.91
0.9659
82.8
3.6
0.65
0.6
30
36.0
0.83
1
86.4
3.6
0.55
0.6
20
41.0
0.50
90.0
99
Vc
(ft/s)
1.54
2.08
2.12
2.64
2.89
2.61
2.48
2.31
2.81
3.09
3.23
3.48
2.64
2.43
2.42
2.46
1.83
1.43
0.91
1.02
0.72
0.91
0.83
0.50
a (sq ft)
q (cfs)
3.24
3.96
4.50
4.50
5.22
5.76
5.04
4.68
4.68
5.40
4.68
5.40
5.76
5.76
5.22
4.68
3.78
3.24
3.06
2.16
1.80
2.34
2.34
1.98
5.00
8.25
9.53
11.88
15.08
15.04
12.50
10.79
13.13
16.68
15.12
18.81
15.20
14.00
12.63
11.49
6.91
4.62
2.69
2.13
1.25
2.05
1.88
0.99
99.18
227.65
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
15
15
15
15
15
360
Corr
Flow Dir
(deg)
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
75
75
75
75
75
-270
STBI4_10-31-02 (TRIP 3)
STBI4_10-31-02 (TRIP 3)
Gage = 5.91' at 17:00
W = 110'
C
Dist w (ft) d (ft)
%
Rev Time V (ft/s)
factor from
depth
(sec)
IP
0.0
0.00
1
4.4
4.4
0.80
0.6
30
48.1
0.63
1
8.8
4.4
1.65
0.6
30
19.5
1.51
1
13.2
4.4
2.45
0.6
30
12.5
2.34
1
17.6
4.4
2.80
0.6
50
19.2
2.53
1
22.0
4.4
2.90
0.6
50
17.1
2.84
1
26.4
4.4
2.99
0.6
50
18.0
2.70
1
30.8
4.4
2.90
0.6
50
18.8
2.58
1
35.2
4.4
2.55
0.6
50
18.6
2.61
1
39.6
4.4
2.60
0.6
50
14.9
3.25
1
44.0
4.4
2.65
0.6
50
17.0
2.85
1
48.4
4.4
2.73
0.6
50
16.5
2.94
1
52.8
4.4
2.30
0.6
50
21.5
2.26
1
57.2
4.4
2.12
0.6
50
24.3
2.01
1
61.6
4.4
1.73
0.6
50
26.0
1.88
1
66.0
4.4
1.35
0.6
50
25.6
1.91
1
70.4
4.4
1.33
0.6
50
28.9
1.69
1
74.8
4.4
1.20
0.6
50
27.4
1.78
1
79.2
4.4
1.53
0.6
50
40.9
1.20
1
83.6
4.4
1.93
0.6
20
26.8
0.75
1
88.0
4.4
2.06
0.6
6 100.0
0.09
1
92.4
4.4
2.05
0
0
0.0
0.00
1
96.8
4.4
0.00
0
0
0.0
0.00
1 101.2
4.4
0.00
0
0
0.0
0.00
1 105.6
4.4
0.00
0
0
0.0
0.00
110.0
100
Vc
(ft/s)
0.63
1.51
2.34
2.53
2.84
2.70
2.58
2.61
3.25
2.85
2.94
2.26
2.01
1.88
1.91
1.69
1.78
1.20
0.75
0.09
0.00
0.00
0.00
0.00
a (sq ft)
q (cfs)
3.52
7.26
10.78
12.32
12.76
13.16
12.76
11.22
11.44
11.66
12.01
10.12
9.33
7.61
5.94
5.85
5.28
6.73
8.49
9.06
9.02
0.00
0.00
0.00
2.22
10.95
25.17
31.18
36.21
35.49
32.97
29.30
37.21
33.28
35.32
22.91
18.71
14.29
11.32
9.90
9.41
8.11
6.35
0.80
0.00
0.00
0.00
0.00
196.33
411.11
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
Corr
Flow Dir
(deg)
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
STBI4_12-10-02 (TRIP 4)
STBI4_12-10-02 (TRIP 4)
Gage = 5.50' at 13:00
W = 87'
C
Dist w (ft) d (ft)
%
Rev Time V (ft/s)
factor from
depth
(sec)
IP
15.0
0.00
1
18.5
3.5
1.00
0.6
30
16.2
1.81
1
22.0
3.5
1.23
0.6
30
15.0
1.95
1
25.5
3.5
1.35
0.6
40
19.0
2.05
1
29.0
3.5
1.35
0.6
40
17.9
2.18
1
32.5
3.5
1.25
0.6
40
22.2
1.76
1
36.0
3.5
1.20
0.6
40
15.4
2.52
1
39.5
3.5
0.89
0.6
40
17.0
2.29
1
43.0
3.5
0.95
0.6
40
14.9
2.61
1
46.5
3.5
0.95
0.6
40
13.0
2.98
1
50.0
3.5
0.90
0.6
40
11.1
3.49
1
53.5
3.5
1.50
0.6
40
16.7
2.33
1
57.0
3.5
1.70
0.6
40
11.3
3.43
1
60.5
3.5
1.70
0.6
40
11.9
3.26
1
64.0
3.5
1.60
0.6
40
13.5
2.88
1
67.5
3.5
1.52
0.6
40
15.0
2.59
1
71.0
3.5
1.36
0.6
40
16.1
2.42
1
74.5
3.5
1.02
0.6
20
18.4
1.07
1
78.0
3.5
0.70
0.6
5
16.1
0.33
1
81.5
3.5
0.35
0.6
20
23.8
0.84
1
85.0
3.5
0.20
0.6
20
21.7
0.92
1
88.5
3.5
0.20
0.6
15
18.9
0.79
1
92.0
3.5
0.40
0.6
40
34.5
1.14
1
95.5
3.5
0.40
0.6
40
33.0
1.19
1
99.0
3.5
0.25
0.6
15
20.9
0.72
102.0
101
Vc
(ft/s)
1.81
1.95
2.05
2.18
1.76
2.52
2.29
2.61
2.98
3.49
2.33
3.43
3.26
2.88
2.59
2.42
1.07
0.33
0.84
0.92
0.79
1.14
1.19
0.72
a (sq ft)
q (cfs)
3.50
4.31
4.73
4.73
4.38
4.20
3.12
3.33
3.33
3.15
5.25
5.95
5.95
5.60
5.32
4.76
3.57
2.45
1.23
0.70
0.70
1.40
1.40
0.88
6.33
8.40
9.70
10.28
7.70
10.60
7.13
8.67
9.92
10.99
12.23
20.40
19.38
16.10
13.78
11.50
3.84
0.81
1.03
0.64
0.56
1.60
1.67
0.63
83.90
193.92
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
Corr
Flow Dir
(deg)
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
TAMI4_9-4-02 (TRIP 1)
TAMI4_9-4-02 (TRIP 1)
Gage = 9.23' at 9:00
W = 183'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
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
-0.5
0.0
7.3
14.6
21.9
29.2
36.5
43.8
51.1
58.4
65.7
73.0
80.3
87.6
94.9
102.2
102.2
109.5
109.5
116.8
124.1
124.1
131.4
131.4
138.7
138.7
146.0
146.0
153.3
153.3
160.6
160.6
167.9
167.9
175.2
183.0
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
0.0
7.3
0.0
7.3
7.3
0.0
7.3
0.0
7.3
0.0
7.3
0.0
7.3
0.0
7.3
0.0
7.3
0.0
7.3
0.60
0.40
0.60
0.80
0.90
1.00
0.90
0.90
1.20
0.60
0.60
1.80
2.60
3.20
3.20
3.20
3.20
2.80
3.70
3.70
3.40
3.40
3.80
3.80
4.20
4.20
4.00
4.00
4.20
4.20
4.30
4.30
2.50
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0
0
0
0
25
30
20
20
20
0
0
30
30
30
50
30
35
40
30
35
30
30
30
35
30
40
40
30
20
20
2
3
9
45
40
31
28
27
0
0
43
32
32
43
31
30
38
41
33
33
26
34
29
36
33
41
33
33
43
55
32
53
0.00
0.00
0.00
0.00
1.24
1.67
1.44
1.59
1.65
0.00
0.00
1.56
2.09
2.09
2.58
2.15
2.59
2.34
1.63
2.36
2.02
2.56
1.96
2.68
1.86
2.69
2.17
2.02
1.35
1.04
0.10
0.22
0.39
102
Vc
a (sq ft)
(ft/s)
0.00
0.00
0.00
0.00
1.24
1.67
1.44
1.59
1.65
0.00
0.00
1.56
2.09
2.33
0.00
2.37
0.00
2.34
1.99
0.00
2.29
0.00
2.32
0.00
2.27
0.00
2.10
0.00
1.20
0.00
0.16
0.00
0.39
q (cfs)
4.38
2.92
4.38
5.84
6.57
7.30
6.57
6.57
8.76
4.38
4.38
13.14
18.98
23.36
0.00
23.36
0.00
20.44
27.01
0.00
24.82
0.00
27.74
0.00
30.66
0.00
29.20
0.00
30.66
0.00
31.39
0.00
18.25
0.00
0.00
0.00
0.00
8.17
12.20
9.46
10.47
14.47
0.00
0.00
20.45
39.58
54.51
0.00
55.39
0.00
47.81
53.86
0.00
56.90
0.00
64.40
0.00
69.69
0.00
61.20
0.00
36.76
0.00
5.07
0.00
-3.58
381.06
616.80
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
120
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-30
TAMI4_9-25-02 (TRIP 2)
TAMI4_9-25-02 (TRIP 2)
Gage = 8.91' at 08:15
W = 184'
C
Dist w (ft) d (ft)
%
Rev Time
V
Vc
factor from
depth
(sec) (ft/s) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.707
1.000
1.000
0.985
0.985
1.000
1.000
1.000
1.000
1.000
0.985
0.985
0.985
0.985
0.985
0.985
0.985
1.000
1.000
0.906
0.906
-0.766
-0.766
-1.000
0.0
7.4
14.8
22.2
29.6
37.0
44.4
51.8
59.2
66.6
74.0
81.4
88.8
96.2
103.6
103.6
111.0
111.0
118.4
118.4
125.8
125.8
133.2
133.2
140.6
140.6
148.0
148.0
155.4
155.4
162.8
162.8
170.2
170.2
177.6
184.0
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.40
0.30
0.35
0.70
0.90
0.85
0.80
0.65
0.70
0.35
0.20
2.10
2.90
3.40
3.40
3.20
3.20
3.10
3.10
3.60
3.60
3.90
3.90
4.10
4.10
4.30
4.30
4.00
4.00
4.00
4.00
4.20
4.20
2.30
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
1
4
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
14
4
1
20
21.0
24.0
30.3
22.8
20.8
19.3
23.0
22.3
20.9
24.3
19.6
33.5
21.2
21.6
18.4
23.6
19.3
23.5
18.8
22.6
20.2
25.7
19.2
24.4
18.3
21.1
19.7
26.3
33.1
65.2
84.0
80.0
44.5
85.6
0.08
0.19
0.66
0.87
0.95
1.03
0.87
0.89
0.95
0.82
1.01
1.33
2.10
2.06
2.41
1.89
2.30
1.89
2.36
1.97
2.20
1.73
2.31
1.83
2.43
2.11
2.26
1.69
1.35
0.69
0.39
0.13
0.07
0.53
0.08
0.19
0.66
0.87
0.95
1.03
0.87
0.89
0.95
0.82
1.01
1.33
2.10
2.24
0.00
2.09
0.00
2.13
0.00
2.09
0.00
2.02
0.00
2.13
0.00
2.18
0.00
1.52
0.00
0.54
0.00
0.10
0.00
0.53
Note: Pigm y for W = 0 - 81.4' and AA type for W = 88.8' - 177.6'
103
a (sq ft)
q (cfs)
2.96
2.22
2.59
5.18
6.66
6.29
5.92
4.81
5.18
2.59
1.48
15.54
21.46
25.16
0.00
23.68
0.00
22.94
0.00
26.64
0.00
28.86
0.00
30.34
0.00
31.82
0.00
29.60
0.00
29.60
0.00
31.08
0.00
17.02
0.23
0.42
1.72
4.52
6.35
6.45
5.13
4.29
4.92
2.13
1.06
20.74
45.03
55.43
0.00
49.61
0.00
48.84
0.00
55.55
0.00
57.54
0.00
63.54
0.00
68.39
0.00
45.07
0.00
14.48
0.00
-2.33
0.00
-9.07
379.62
550.03
Flow Dir
Corr
(deg) Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
45
360
360
350
350
360
360
360
360
360
350
350
350
350
350
350
350
360
360
25
25
140
140
180
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
45
-270
-270
-260
-260
-270
-270
-270
-270
-270
-260
-260
-260
-260
-260
-260
-260
-270
-270
65
65
-50
-50
-90
TAMI4_11-1-02 (TRIP 3)
TAMI4_11-1-02 (TRIP 3)
Gage = 9.54' at 10:25
W = 189'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.985
0.996
0.996
0.996
0.996
0.985
0.985
0.966
0.966
0.966
0.966
0.966
0.966
0.966
0.966
0.985
0.985
0.985
0.985
0.985
0.985
0.342
0.0
7.5
15.0
22.5
30.0
37.5
45.0
52.5
60.0
67.5
75.0
82.5
90.0
97.5
105.0
105.0
112.5
112.5
120.0
120.0
127.5
127.5
135.0
135.0
142.5
142.5
150.0
150.0
157.5
157.5
165.0
165.0
172.5
172.5
180.0
189.0
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
0.0
7.5
0.0
7.5
0.0
7.5
0.0
7.5
0.0
7.5
0.0
7.5
0.0
7.5
0.0
7.5
0.0
7.5
0.0
7.5
1.0
1.2
1.4
1.5
1.7
1.7
1.8
1.6
1.6
1.5
1.4
2.5
3.0
3.7
3.7
3.4
3.4
3.5
3.5
4.6
4.6
4.4
4.4
4.3
4.3
4.4
4.4
4.0
4.0
4.0
4.0
4.2
4.2
2.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
10
10
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
5
5
22.1
18.9
42.8
36.8
29.9
29.3
30.4
24.7
27.9
30.2
30.9
30.4
21.8
20.7
17.4
25.3
18.6
18.8
16.6
23.1
18.4
24.2
17.1
22.7
17.1
22.6
18.1
23.6
19.5
31.9
35.6
56.1
33.8
59.0
1.02
1.18
1.05
1.22
1.49
1.52
1.47
1.80
1.60
1.48
1.45
1.47
2.04
2.15
2.55
1.76
2.39
2.36
2.67
1.93
2.41
1.84
2.60
1.96
2.60
1.97
2.45
1.89
2.28
1.40
1.26
0.80
0.34
0.20
104
Vc
a (sq ft)
(ft/s)
1.02
1.18
1.05
1.22
1.49
1.52
1.47
1.80
1.60
1.48
1.45
1.47
2.04
2.35
0.00
2.08
0.00
2.52
0.00
2.17
0.00
2.22
0.00
2.28
0.00
2.21
0.00
2.08
0.00
1.33
0.00
0.57
0.00
0.20
q (cfs)
7.50
9.00
10.50
11.25
12.75
12.75
13.50
12.00
12.00
11.25
10.50
18.75
22.50
27.75
0.00
25.50
0.00
26.25
0.00
34.50
0.00
33.00
0.00
32.25
0.00
33.00
0.00
30.00
0.00
30.00
0.00
31.50
0.00
18.75
7.50
10.50
10.84
13.48
18.75
19.12
19.53
21.31
18.89
16.38
14.94
27.12
45.22
64.98
0.00
52.71
0.00
65.12
0.00
72.34
0.00
70.72
0.00
70.99
0.00
70.51
0.00
61.54
0.00
39.25
0.00
17.81
0.00
1.31
486.75
830.87
Flow Dir Corr
(deg)
Flow Dir
(deg)
350
350
350
350
350
350
350
350
350
350
350
350
350
355
355
355
355
350
350
345
345
345
345
345
345
345
345
350
350
350
350
350
350
70
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-260
-265
-265
-265
-265
-260
-260
-255
-255
-255
-255
-255
-255
-255
-255
-260
-260
-260
-260
-260
-260
20
TAMI4_11-15-02 (TRIP 4)
TAMI4_11-15-02 (TRIP 4)
Gage = 9.07' at 14:00
W = 185'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.996
0.996
0.996
0.996
0.996
0.996
0.996
0.985
0.985
0.985
0.985
0.985
0.985
0.996
0.996
0.996
0.996
0.999
0.996
0.985
0.985
-1.000
0.0
7.4
14.8
22.2
29.6
37.0
44.4
51.8
59.2
66.6
74.0
81.4
88.8
96.2
103.6
103.6
111.0
111.0
118.4
118.4
125.8
125.8
133.2
133.2
140.6
140.6
148.0
148.0
155.4
155.4
162.8
162.8
170.2
170.2
177.6
185.0
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.0
7.4
0.52
0.52
0.70
0.81
0.98
1.12
1.20
0.90
0.85
0.75
0.55
2.20
2.80
3.80
3.80
3.80
3.80
3.70
3.70
3.80
3.80
3.80
3.80
4.10
4.10
4.50
4.50
3.90
3.90
3.50
3.50
3.90
3.90
2.90
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
20
20
20
20
20
20
20
20
20
20
20
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
20
20
10
5
10
54.8
47.3
37.0
34.3
29.9
20.9
20.6
16.8
18.1
18.2
18.0
68.3
34.6
36.4
29.8
37.9
29.0
34.8
28.8
35.6
28.0
34.2
26.1
32.8
25.7
35.0
27.7
35.7
38.6
37.1
46.2
64.8
53.0
61.0
0.38
0.44
0.55
0.59
0.67
0.95
0.96
1.17
1.09
1.09
1.10
0.99
1.93
1.84
2.24
1.76
2.30
1.92
2.31
1.88
2.38
1.95
2.55
2.03
2.59
1.91
2.41
1.87
1.73
1.21
0.97
0.36
0.23
0.38
Vc
a (sq ft)
(ft/s)
0.38
0.44
0.55
0.59
0.67
0.95
0.96
1.17
1.09
1.09
1.10
0.99
1.93
2.04
0.00
2.03
0.00
2.12
0.00
2.13
0.00
2.25
0.00
2.31
0.00
2.16
0.00
1.80
0.00
1.09
0.00
0.29
0.00
0.38
Note: Pigmy for W = 0 - 81.4' and AA type for W = 88.8' - 177.6'
105
q (cfs)
3.85
3.85
5.18
5.99
7.25
8.29
8.88
6.66
6.29
5.55
4.07
16.28
20.72
28.12
0.00
28.12
0.00
27.38
0.00
28.12
0.00
28.12
0.00
30.34
0.00
33.30
0.00
28.86
0.00
25.90
0.00
28.86
0.00
21.46
1.47
1.68
2.85
3.54
4.88
7.87
8.55
7.82
6.87
6.03
4.47
16.06
39.83
57.05
0.00
56.90
0.00
57.74
0.00
58.94
0.00
62.37
0.00
69.12
0.00
71.56
0.00
51.79
0.00
28.20
0.00
8.30
0.00
-8.14
411.44
625.75
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
355
355
355
355
355
355
355
350
350
350
350
350
350
355
355
355
355
358
355
350
350
180
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-265
-265
-265
-265
-265
-265
-265
-260
-260
-260
-260
-260
-260
-265
-265
-265
-265
-268
-265
-260
-260
-90
TOLI4_9-4-02 (TRIP 1)
TOLI4_9-4-02 (TRIP 1)
Gage = 4.17' at 11:00
W = 45.2'
C
Dist from w (ft)
factor
IP
0.0
1
1.8
1.8
1
3.6
1.8
1
5.4
1.8
1
7.2
1.8
1
9.0
1.8
1
10.8
1.8
1
12.6
1.8
1
14.4
1.8
1
16.2
1.8
1
18.0
1.8
1
19.8
1.8
1
21.6
1.8
1
23.4
1.8
1
25.2
1.8
1
27.0
1.8
1
28.8
1.8
1
30.6
1.8
1
32.4
1.8
1
34.2
1.8
1
36.0
1.8
1
37.8
1.8
1
39.6
1.8
1
41.4
1.8
1
43.2
1.8
45.2
d (ft)
0.00
0.15
0.15
0.15
0.15
0.30
0.25
0.33
0.37
0.45
0.51
0.55
0.54
0.48
0.63
0.58
0.38
0.35
0.34
0.38
0.39
0.41
0.43
0.38
0.42
%depth
Rev
0
10
20
25
25
25
25
15
25
20
20
30
25
30
20
25
20
20
25
25
25
20
25
25
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
106
Time V (ft/s)
(sec)
37
42
38
32
31
32
39
33
31
26
40
31
38
36
33
30
26
34
36
39
26
32
38
0.00
0.29
0.49
0.66
0.78
0.81
0.78
0.40
0.76
0.65
0.77
0.75
0.81
0.79
0.56
0.76
0.67
0.77
0.74
0.70
0.65
0.77
0.78
0.66
Vc
(ft/s)
0.00
0.29
0.49
0.66
0.78
0.81
0.78
0.40
0.76
0.65
0.77
0.75
0.81
0.79
0.56
0.76
0.67
0.77
0.74
0.70
0.65
0.77
0.78
0.66
a (sq ft)
q (cfs)
0.27
0.27
0.27
0.27
0.54
0.45
0.59
0.67
0.81
0.92
0.99
0.97
0.86
1.13
1.04
0.68
0.63
0.61
0.68
0.70
0.74
0.77
0.68
0.76
0.00
0.08
0.13
0.18
0.42
0.36
0.46
0.27
0.61
0.60
0.76
0.73
0.70
0.89
0.59
0.52
0.42
0.47
0.50
0.49
0.48
0.60
0.53
0.50
16.33
11.30
TOLI4_9-25-02 (TRIP 2)
TOLI4_9-25-02 (TRIP 2)
Gage = 4.39' at 11:00
W = 48.0'
C
Dist from w (ft)
factor
IP
0.0
1
2.0
2
1
4.0
2
1
6.0
2
1
8.0
2
1
10.0
2
1
12.0
2
1
14.0
2
1
16.0
2
1
18.0
2
1
20.0
2
1
22.0
2
1
24.0
2
1
26.0
2
1
28.0
2
1
30.0
2
1
32.0
2
1
34.0
2
1
36.0
2
1
38.0
2
1
40.0
2
1
42.0
2
1
44.0
2
1
46.0
2
48.0
d (ft)
0.00
0.22
0.35
0.37
0.41
0.43
0.48
0.53
0.56
0.48
0.61
0.62
0.71
0.70
0.59
0.65
0.87
0.53
0.53
0.51
0.53
0.60
0.92
0.57
%depth
Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0
0
10
20
20
20
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
107
Time V (ft/s)
(sec)
58.9
76.9
68.7
67.7
35.7
41.1
36.4
45.7
48.2
34.0
31.7
26.8
25.6
21.4
18.8
19.6
20.9
24.2
30.5
28.9
56.4
0.00
0.00
0.19
0.28
0.31
0.31
0.30
0.26
0.29
0.24
0.23
0.31
0.33
0.39
0.41
0.48
0.54
0.52
0.49
0.43
0.35
0.36
0.20
Vc
(ft/s)
0.00
0.00
0.19
0.28
0.31
0.31
0.30
0.26
0.29
0.24
0.23
0.31
0.33
0.39
0.41
0.48
0.54
0.52
0.49
0.43
0.35
0.36
0.20
a (sq ft)
q (cfs)
0.44
0.70
0.74
0.82
0.86
0.96
1.06
1.12
0.96
1.22
1.24
1.42
1.40
1.18
1.30
1.74
1.06
1.06
1.02
1.06
1.20
1.84
1.14
0.00
0.00
0.14
0.23
0.27
0.30
0.32
0.30
0.28
0.29
0.29
0.44
0.47
0.46
0.53
0.83
0.57
0.55
0.50
0.45
0.41
0.67
0.23
25.54
8.55
TOLI4_4-17-03 (TRIP 3)
TOLI4_4-17-03 (TRIP
Gage = 4.21' at 10:15
W = 47.0'
C
Dist from w
factor
IP
0.0
1
1.9
1
3.8
1
5.7
1
7.6
1
9.5
1
11.4
1
13.3
1
15.2
1
17.1
1
19.0
1
20.9
1
22.8
1
24.7
1
26.6
1
28.5
1
30.4
1
32.3
1
34.2
1
36.1
1
38.0
1
39.9
1
41.8
1
43.7
1
45.6
47.0
3)
(ft)
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.4
d (ft)
0.00
0.23
0.30
0.32
0.34
0.31
0.36
0.28
0.35
0.35
0.33
0.36
0.50
0.40
0.37
0.55
0.53
0.52
0.54
0.39
0.48
0.37
0.31
0.40
0.46
%depth
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
Rev
Time V (ft/s)
(sec)
4' 10 sec
2.7' 10 sec
4' 7 sec
13
40.1
16
42.9
17
40.6
26
40.9
15
41.0
14
41.4
16
42.0
10
42.6
15
42.2
16
42.1
27
41.2
31
41.2
40
40.9
44
40.4
47
40.0
41
40.9
35
40.0
33
41.0
37
41.0
27
40.8
12
42.9
108
0.32
0.22
0.46
0.34
0.39
0.43
0.64
0.38
0.36
0.40
0.26
0.37
0.40
0.66
0.75
0.97
1.08
1.16
0.99
0.87
0.80
0.90
0.67
0.30
Vc
(ft/s)
0.32
0.22
0.46
0.34
0.39
0.43
0.64
0.38
0.36
0.40
0.26
0.37
0.40
0.66
0.75
0.97
1.08
1.16
0.99
0.87
0.80
0.90
0.67
0.30
a (sq ft)
q (cfs)
0.44
0.57
0.61
0.65
0.59
0.68
0.53
0.67
0.66
0.63
0.68
0.95
0.76
0.70
1.05
1.01
0.99
1.03
0.74
0.91
0.70
0.59
0.76
0.64
0.14
0.13
0.28
0.22
0.23
0.30
0.34
0.25
0.24
0.25
0.18
0.35
0.30
0.46
0.79
0.98
1.06
1.19
0.74
0.79
0.56
0.53
0.51
0.19
17.54
11.01
TOLI4_4-18-03 (TRIP 4)
TOLI4_4-18-03 (TRIP
Gage = 4.21' at 15:00
W = 38.0'
C
Dist from w
factor
IP
0.0
1
1.5
1
3.0
1
4.5
1
6.0
1
7.5
1
9.0
1
10.5
1
12.0
1
13.5
1
15.0
1
16.5
1
18.0
1
19.5
1
21.0
1
22.5
1
24.0
1
25.5
1
27.0
1
28.5
1
30.0
1
31.5
1
33.0
1
34.5
1
36.0
38.0
4)
(ft)
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
2.0
d (ft)
0.00
0.20
0.23
0.20
0.15
0.20
0.21
0.25
0.30
0.29
0.29
0.31
0.34
0.37
0.41
0.38
0.40
0.43
0.45
0.50
0.48
0.46
0.52
0.60
0.60
%depth
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
Rev
Time V (ft/s)
(sec)
2.9' 10 sec
4.0' 7 sec
20
71.1
20
39.4
20
33.9
20
35.7
20
26.6
20
27.3
20
46.7
20
26.9
20
25.7
20
23.3
20
25.4
20
31.8
20
31.0
20
19.0
20
24.8
20
20.8
20
21.0
20
21.9
20
31.4
20
20.0
20
17.7
20
27.2
109
0.23
0.46
0.30
0.52
0.60
0.57
0.75
0.73
0.44
0.74
0.78
0.86
0.79
0.63
0.65
1.04
0.81
0.95
0.95
0.91
0.64
0.99
1.12
0.74
Vc
(ft/s)
0.23
0.46
0.30
0.52
0.60
0.57
0.75
0.73
0.44
0.74
0.78
0.86
0.79
0.63
0.65
1.04
0.81
0.95
0.95
0.91
0.64
0.99
1.12
0.74
a (sq ft)
q (cfs)
0.30
0.35
0.30
0.23
0.30
0.32
0.38
0.45
0.44
0.44
0.47
0.51
0.56
0.62
0.57
0.60
0.65
0.68
0.75
0.72
0.69
0.78
0.90
1.20
0.07
0.16
0.09
0.12
0.18
0.18
0.28
0.33
0.19
0.32
0.36
0.44
0.44
0.39
0.37
0.62
0.52
0.64
0.71
0.65
0.44
0.77
1.00
0.88
13.16
10.17
WDM5_9-6-02 (TRIP 1)
W DM5_9-6-02 (TRIP 1)
Gage = 11.78' at 9:30
W = 75'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
0.940
1.000
1.000
1.000
1.000
1.000
1.000
0.000
1.000
0.000
1.000
-0.342
-0.342
1.000
-0.707
1.000
1.000
0.0
3.0
6.0
6.0
9.0
9.0
12.0
12.0
15.0
15.0
18.0
18.0
21.0
21.0
24.0
24.0
27.0
27.0
30.0
30.0
33.0
33.0
36.0
36.0
39.0
39.0
42.0
42.0
45.0
45.0
48.0
48.0
51.0
51.0
54.0
54.0
57.0
57.0
60.0
60.0
63.0
63.0
66.0
66.0
69.0
72.0
75.0
3.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
3.0
1.8
3.3
3.3
5.2
5.2
6.2
6.2
7.7
7.7
8.8
8.8
9.2
9.2
10.8
10.8
12.0
12.0
12.0
12.0
11.3
11.3
11.0
11.0
10.6
10.6
10.6
10.6
9.0
9.0
9.0
9.0
8.5
8.5
7.0
7.0
5.5
5.5
4.5
4.5
4.0
4.0
3.5
3.5
2.5
1.6
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
3
6
5
2
3
10
5
5
10
7
7
6
7
5
7
6
6
6
6
5
6
10
4
5
3
4.0
3.0
2.0
5.0
0.0
0.0
0.0
0.0
0.0
0.0
2.0
0.0
2.0
0.0
2.0
2.0
0.0
2.0
1.0
0.0
38.0
99.0
47.0
44.0
65.0
50.0
74.0
33.0
60.0
46.0
54.0
52.0
40.0
36.0
52.0
40.0
40.0
42.0
40.0
45.0
62.0
70.0
46.0
51.0
52.0
60.0
49.0
64.0
77.0
0.0
0.0
0.0
0.0
0.0
0.0
75.0
0.0
60.0
0.0
45.0
76.0
0.0
46.0
53.0
0.0
0.19
0.15
0.25
0.12
0.12
0.46
0.17
0.35
0.39
0.35
0.30
0.27
0.40
0.32
0.31
0.35
0.35
0.33
0.35
0.26
0.23
0.33
0.21
0.23
0.15
0.17
0.15
0.09
0.16
0.00
0.00
0.00
0.00
0.00
0.00
0.08
0.00
0.09
0.00
0.12
0.08
0.00
0.11
0.06
0.00
110
Vc
a (sq ft)
(ft/s)
0.19
0.20
0.00
0.12
0.00
0.31
0.00
0.37
0.00
0.33
0.00
0.34
0.00
0.32
0.00
0.35
0.00
0.34
0.00
0.25
0.00
0.27
0.00
0.19
0.00
0.16
0.00
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.04
0.00
0.05
0.00
0.10
0.00
0.06
0.00
0.06
0.00
q (cfs)
5.40
9.90
0.00
15.60
0.00
18.60
0.00
23.10
0.00
26.40
0.00
27.60
0.00
32.40
0.00
36.00
0.00
36.00
0.00
33.90
0.00
33.00
0.00
31.80
0.00
31.80
0.00
27.00
0.00
27.00
0.00
25.50
0.00
21.00
0.00
16.50
0.00
13.50
0.00
12.00
0.00
10.50
0.00
7.50
4.80
0.97
1.88
0.00
1.74
0.00
5.47
0.00
8.01
0.00
8.15
0.00
8.77
0.00
9.73
0.00
11.80
0.00
11.53
0.00
7.87
0.00
8.42
0.00
5.67
0.00
4.75
0.00
3.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.39
0.00
0.60
0.00
0.45
0.00
526.80
98.56
Flow Dir Corr
(deg)
Flow Dir
(deg)
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
360
360
360
360
360
360
90
360
90
360
110
110
360
135
360
360
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-250
-270
-270
-270
-270
-270
-270
0
-270
0
-270
-20
-20
-270
-45
-270
-270
WDM5_9-27-02 (TRIP 2)
W DM5_9-27-02 (TRIP 2)
Gage = 11.29' at 11:30
W = 74'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.0
3.0
6.0
6.0
9.0
9.0
12.0
12.0
15.0
15.0
18.0
18.0
21.0
21.0
24.0
24.0
27.0
27.0
30.0
30.0
33.0
33.0
36.0
36.0
39.0
39.0
42.0
42.0
45.0
45.0
48.0
48.0
51.0
51.0
54.0
54.0
57.0
57.0
60.0
60.0
63.0
63.0
66.0
69.0
72.0
74.0
3.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
3.0
3.0
1.3
3.1
3.1
4.6
4.6
5.6
5.6
7.0
7.0
8.2
8.2
8.9
8.9
10.5
10.5
11.1
11.1
10.4
10.4
10.0
10.0
9.6
9.6
9.6
9.6
9.2
9.2
9.1
9.1
8.1
8.1
7.1
7.1
6.0
6.0
5.0
5.0
4.0
4.0
3.5
3.5
2.9
1.8
0.9
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0
0
0
0
0
0
0
0
0
2
0
3
0
3
3
3
0
3
0
3
3
3
0
3
0
2.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
56.0
54.0
94.0
40.0
101.0
159.0
98.0
0.0
84.0
0.0
122.0
0.0
103.0
0.0
72.0
0.0
118.0
0.0
310.0
0.0
65.0
0.0
119.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.02
0.09
0.02
0.08
0.06
0.09
0.0
0.10
0.0
0.07
0.0
0.08
0.0
0.11
0.0
0.06
0.0
0.04
0.0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
111
Vc
a (sq ft)
(ft/s)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.06
0.00
0.05
0.00
0.07
0.00
0.04
0.00
0.05
0.00
0.04
0.00
0.04
0.00
0.05
0.00
0.03
0.00
0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
q (cfs)
3.90
9.30
0.00
13.80
0.00
16.80
0.00
21.00
0.00
24.60
0.00
26.70
0.00
31.50
0.00
33.30
0.00
31.20
0.00
30.00
0.00
28.80
0.00
28.80
0.00
27.60
0.00
27.30
0.00
24.30
0.00
21.30
0.00
18.00
0.00
15.00
0.00
12.00
0.00
10.50
0.00
8.70
5.40
2.70
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.41
0.00
1.42
0.00
2.25
0.00
1.42
0.00
1.51
0.00
1.08
0.00
1.18
0.00
1.58
0.00
0.76
0.00
0.54
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
472.50
13.17
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
WDM5_10-29-02 (TRIP 3)
W DM5_10-29-02 (TRIP 3)
Gage = 12.32' at 17:15
W = 75'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.174
1.000
-0.866
1.000
0.940
1.000
0.500
1.000
-0.940
0.0
5.0
8.0
8.0
11.0
11.0
14.0
14.0
17.0
17.0
20.0
20.0
23.0
23.0
26.0
26.0
29.0
29.0
32.0
32.0
35.0
35.0
38.0
38.0
41.0
41.0
44.0
44.0
47.0
47.0
50.0
50.0
53.0
53.0
56.0
56.0
59.0
59.0
62.0
62.0
65.0
65.0
68.0
68.0
71.0
74.0
75.0
5.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
0.0
3.0
3.0
2.1
4.2
4.2
5.7
5.7
6.8
6.8
8.4
8.4
9.3
9.3
9.9
9.9
11.3
11.3
12.2
12.2
11.4
11.4
11.1
11.1
10.7
10.7
10.0
10.0
9.5
9.5
9.4
9.4
9.1
9.1
9.2
9.2
7.6
7.6
6.1
6.1
4.9
4.9
4.7
4.7
3.6
3.6
2.9
2.0
0.6
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.8
0.2
0.6
0.6
0.6
0.6
8
3
2
2
2
5
2
5
5
5
5
5
10
10
10
10
10
10
10
5
10
7
10
10
5
5
5
5
5
5
5
2.0
3.0
3.0
2.0
2.0
5.0
5.0
5.0
2.0
5.0
1.0
1.0
0.0
3.0
Vc
a (sq ft)
(ft/s)
47.5 0.39 0.39
50.0 0.15 0.11
99.0 0.06 0.00
54.7 0.10 0.09
80.7 0.07 0.00
30.6 0.38 0.24
50.0 0.11 0.00
25.1 0.46 0.51
19.9 0.57 0.00
18.1 0.63 0.66
16.4 0.69 0.00
19.6 0.58 0.66
30.4 0.74 0.00
37.9 0.60 0.71
27.2 0.83 0.00
36.6 0.62 0.68
30.7 0.74 0.00
39.6 0.57 0.65
30.8 0.73 0.00
27.8 0.41 0.48
42.0 0.54 0.00
43.3 0.37 0.46
41.4 0.55 0.00
48.8 0.47 0.46
25.3 0.45 0.00
28.0 0.41 0.45
23.1 0.50 0.00
36.7 0.32 0.36
28.7 0.40 0.00
41.8 0.28 0.24
58.2 0.21 0.00
71.9 0.08 0.10
61.9 0.12 0.00
39.8 0.18 0.14
60.2 0.09 0.00
30.8 0.16 0.09
85.2 0.03 0.00
43.4 0.27 0.02
45.8 -0.22 0.00
28.0 0.18 0.16
75.3 0.15 0.00
46.0 0.07 0.07
35.0 0.04 0.04
0.0 0.00 0.00
85.0 -0.09 -0.09
112
q (cfs)
10.50
12.60
0.00
17.10
0.00
20.40
0.00
25.20
0.00
27.90
0.00
29.70
0.00
33.90
0.00
36.60
0.00
34.20
0.00
33.30
0.00
32.10
0.00
30.00
0.00
28.50
0.00
28.20
0.00
27.30
0.00
27.60
0.00
22.80
0.00
18.30
0.00
14.70
0.00
14.10
0.00
10.80
0.00
8.70
6.00
4.09
1.34
0.00
1.46
0.00
4.94
0.00
12.97
0.00
18.38
0.00
19.66
0.00
24.21
0.00
24.83
0.00
22.38
0.00
15.94
0.00
14.85
0.00
13.85
0.00
12.93
0.00
10.16
0.00
6.68
0.00
2.82
0.00
3.14
0.00
1.71
0.00
0.35
0.00
2.33
0.00
0.71
0.00
0.00
-0.54
550.50
219.19
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
280
360
210
360
340
360
300
360
200
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-190
-270
-120
-270
-250
-270
-210
-270
-110
WDM5_12-12-02 (TRIP 4)
W DM5_12-12-02 (TRIP 4)
Gage = 11.90' at 10:15
W = 110'
C
Dist
w (ft) d (ft) %
Rev Time V
factor from
depth
(sec) (ft/s)
IP
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.0
4.5
9.0
13.5
18.0
22.5
27.0
31.5
36.0
40.5
45.0
49.5
54.0
58.5
63.0
67.5
72.0
76.5
81.0
85.5
90.0
94.5
99.0
103.5
108.0
110.0
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
0.75
1.75
2.00
2.80
3.30
3.80
3.90
3.90
3.80
3.70
3.50
3.25
3.00
2.70
2.30
2.05
1.80
1.70
1.66
1.60
1.30
1.28
1.15
0.82
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0
0
19
10
15
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
5
0.0
0.0
51.3
27.8
41.9
26.9
26.8
25.9
26.8
26.0
29.6
26.9
25.7
26.2
27.1
26.8
26.3
28.2
27.7
27.2
31.2
35.7
41.4
32.9
0.00
0.00
0.39
0.38
0.37
0.39
0.39
0.40
0.39
0.40
0.36
0.39
0.40
0.40
0.39
0.39
0.40
0.37
0.38
0.38
0.34
0.30
0.26
0.18
113
Vc
a (sq ft)
(ft/s)
0.00
0.00
0.39
0.38
0.37
0.39
0.39
0.40
0.39
0.40
0.36
0.39
0.40
0.40
0.39
0.39
0.40
0.37
0.38
0.38
0.34
0.30
0.26
0.18
q (cfs)
3.38
7.88
9.00
12.60
14.85
17.10
17.55
17.55
17.10
16.65
15.75
14.63
13.50
12.15
10.35
9.23
8.10
7.65
7.47
7.20
5.85
5.76
5.18
3.69
0.00
0.00
3.48
4.74
5.56
6.63
6.83
7.05
6.66
6.66
5.60
5.67
5.46
4.83
3.99
3.59
3.21
2.84
2.82
2.76
1.98
1.73
1.36
0.65
260.15
94.11
Flow Dir Corr
(deg)
Flow Dir
(deg)
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
-270
WWDI4_9-12-02 (TRIP 1)
W W DI4_9-12-02 (TRIP 1)
Gage = 10.62' at 9:00
W = 22'
C
Dist from w (ft) d (ft)
%depth Rev
Time V (ft/s) Vc (ft/s) a (sq ft) q (cfs)
factor IP
(sec)
0.0
1
1.0
1.0
0.08
0.6
0
40
0.00
0.00
0.08
0.00
1
2.0
1.0
0.10
0.6
0
40
0.00
0.00
0.10
0.00
1
3.0
1.0
0.11
0.6
5
40
0.15
0.15
0.11
0.02
1
4.0
1.0
0.15
0.6
7
40
0.20
0.20
0.15
0.03
1
5.0
1.0
0.15
0.6
6
40
0.18
0.18
0.15
0.03
1
6.0
1.0
0.14
0.6
8
40
0.22
0.22
0.14
0.03
1
7.0
1.0
0.16
0.6
7
40
0.20
0.20
0.16
0.03
1
8.0
1.0
0.20
0.6
9
40
0.25
0.25
0.20
0.05
1
9.0
1.0
0.22
0.6
7
40
0.20
0.20
0.22
0.04
1
10.0
1.0
0.21
0.6
9
40
0.25
0.25
0.21
0.05
1
11.0
1.0
0.21
0.6
8
40
0.22
0.22
0.21
0.05
1
12.0
1.0
0.23
0.6
12
40
0.32
0.32
0.23
0.07
1
13.0
1.0
0.26
0.6
9
40
0.25
0.25
0.26
0.06
1
14.0
1.0
0.28
0.6
9
40
0.25
0.25
0.28
0.07
1
15.0
1.0
0.25
0.6
7
40
0.20
0.20
0.25
0.05
1
16.0
1.0
0.25
0.6
8
40
0.22
0.22
0.25
0.06
1
17.0
1.0
0.29
0.6
7
40
0.20
0.20
0.29
0.06
1
18.0
1.0
0.24
0.6
9
40
0.25
0.25
0.24
0.06
1
19.0
1.0
0.22
0.6
7
40
0.20
0.20
0.22
0.04
1
20.0
1.0
0.20
0.6
7
40
0.20
0.20
0.20
0.04
1
21.0
1.0
0.19
0.6
4
40
0.13
0.13
0.19
0.02
22.0
4.14
0.86
114
WWDI4_10-8-02 (TRIP 2)
W W DI4_10-8-02 (TRIP 2)
Gage = 11.89' at 12:30
W = 59'
C
Dist from w (ft) d (ft)
%depth Rev
Time V (ft/s) Vc (ft/s) a (sq ft) q (cfs)
factor IP
(sec)
0.0
1
2.4
2.4
1.13
0.6
30
45.3
0.67
0.67
2.71
1.81
1
4.8
2.4
1.68
0.6
30
28.7
1.03
1.03
4.03
4.17
1
7.2
2.4
1.78
0.6
30
30.6
0.97
0.97
4.27
4.15
1
9.6
2.4
1.59
0.6
30
23.4
1.26
1.26
3.82
4.81
1
12.0
2.4
1.44
0.6
30
19.1
1.54
1.54
3.46
5.32
1
14.4
2.4
1.62
0.6
30
20.7
1.42
1.42
3.89
5.53
1
16.8
2.4
1.78
0.6
30
18.9
1.55
1.55
4.27
6.64
1
19.2
2.4
1.83
0.6
30
18.0
1.63
1.63
4.39
7.16
1
21.6
2.4
1.55
0.6
30
22.4
1.32
1.32
3.72
4.90
1
24.0
2.4
1.41
0.6
30
21.4
1.38
1.38
3.38
4.66
1
26.4
2.4
1.20
0.6
30
20.6
1.43
1.43
2.88
4.12
1
28.8
2.4
1.35
0.6
30
27.7
1.07
1.07
3.24
3.47
1
31.2
2.4
1.08
0.6
30
23.6
1.25
1.25
2.59
3.24
1
33.6
2.4
0.70
0.6
30
23.1
1.28
1.28
1.68
2.15
1
36.0
2.4
0.54
0.6
30
23.5
1.26
1.26
1.30
1.63
1
38.4
2.4
0.40
0.6
30
21.8
1.35
1.35
0.96
1.30
1
40.8
2.4
0.36
0.6
30
23.1
1.28
1.28
0.86
1.10
1
43.2
2.4
0.37
0.6
30
24.9
1.19
1.19
0.89
1.05
1
45.6
2.4
0.41
0.6
30
28.7
1.03
1.03
0.98
1.02
1
48.0
2.4
0.40
0.6
30
31.9
0.93
0.93
0.96
0.90
1
50.4
2.4
0.41
0.6
30
37.4
0.80
0.80
0.98
0.79
0.98
52.8
2.4
0.41
0.6
30
41.0
0.73
0.72
0.98
0.69
0.98
55.2
2.4
0.45
0.6
30
40.2
0.75
0.73
1.08
0.78
0.98
57.6
2.4
0.25
0.6
15
30.8
0.50
0.49
0.60
0.29
59.0
57.94
71.68
115
WWDI4_10-31-02 (TRIP 3)
W W DI4_10-31-02 (TRIP 3)
Gage = 11.29' at 14:00
W = 53'
C
Dist from w (ft) d
factor IP
0.0
1
2.1
2.1
1
4.2
2.1
1
6.3
2.1
1
8.4
2.1
1
10.5
2.1
1
12.6
2.1
1
14.7
2.1
1
16.8
2.1
1
18.9
2.1
1
21.0
2.1
1
23.1
2.1
1
25.2
2.1
1
27.3
2.1
1
29.4
2.1
1
31.5
2.1
1
33.6
2.1
1
35.7
2.1
1
37.8
2.1
1
39.9
2.1
1
42.0
2.1
1
44.1
2.1
1
46.2
2.1
1
48.3
2.1
1
50.4
2.1
53.0
(ft)
1.20
1.10
1.05
0.81
0.60
0.65
0.68
0.70
0.70
0.80
0.80
0.78
0.80
0.80
0.80
0.80
0.85
0.84
0.80
0.80
0.72
0.60
0.45
0.12
%depth Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
0
116
Time
(sec)
31.2
26.2
24.9
27.4
26.5
25.9
25.8
20.5
21.7
18.9
20.1
20.5
18.3
15.8
14.6
14.9
14.9
14.8
17.6
19.6
19.7
22.5
39.6
0.0
V (ft/s) Vc (ft/s)
0.65
0.76
0.80
0.73
0.76
0.77
0.78
0.97
0.92
1.05
0.99
0.97
1.08
1.25
1.35
1.32
1.32
1.33
1.12
1.01
1.01
0.88
0.52
0.00
0.65
0.76
0.80
0.73
0.76
0.77
0.78
0.97
0.92
1.05
0.99
0.97
1.08
1.25
1.35
1.32
1.32
1.33
1.12
1.01
1.01
0.88
0.52
0.00
a (sq ft) q (cfs)
2.52
2.31
2.21
1.70
1.26
1.37
1.43
1.47
1.47
1.68
1.68
1.64
1.68
1.68
1.68
1.68
1.79
1.76
1.68
1.68
1.51
1.26
0.94
0.25
1.63
1.76
1.77
1.24
0.95
1.05
1.11
1.42
1.35
1.76
1.66
1.58
1.81
2.09
2.26
2.22
2.36
2.34
1.88
1.70
1.52
1.11
0.49
0.00
38.33
37.08
WWDI4_11-14-02 (TRIP 4)
W W DI4_11-14-02 (TRIP 4)
Gage = 11.13' at 12:00
W = 51'
C
Dist from w (ft) d
factor IP
0.0
1
2.0
2.0
1
4.0
2.0
1
6.0
2.0
1
8.0
2.0
1
10.0
2.0
1
12.0
2.0
1
14.0
2.0
1
16.0
2.0
1
18.0
2.0
1
20.0
2.0
1
22.0
2.0
1
24.0
2.0
1
26.0
2.0
1
28.0
2.0
1
30.0
2.0
1
32.0
2.0
1
34.0
2.0
1
36.0
2.0
1
38.0
2.0
1
40.0
2.0
1
42.0
2.0
1
44.0
2.0
1
46.0
2.0
1
48.0
2.0
51.0
(ft)
1.14
0.98
0.75
0.48
0.49
0.47
0.49
0.57
0.52
0.60
0.65
0.58
0.62
0.62
0.61
0.59
0.58
0.60
0.60
0.60
0.60
0.55
0.49
0.28
%depth Rev
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
15
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
10
117
Time
(sec)
33.5
39.1
31.9
24.9
34.9
30.3
23.4
33.4
27.8
26.8
24.7
22.9
25.7
22.3
19.9
20.8
18.1
17.8
17.9
21.9
24.8
25.6
39.9
27.4
V (ft/s) Vc (ft/s)
0.46
0.52
0.63
0.80
0.58
0.66
0.85
0.61
0.72
0.75
0.81
0.87
0.78
0.89
1.00
0.95
1.09
1.11
1.10
0.91
0.81
0.78
0.51
0.38
0.46
0.52
0.63
0.80
0.58
0.66
0.85
0.61
0.72
0.75
0.81
0.87
0.78
0.89
1.00
0.95
1.09
1.11
1.10
0.91
0.81
0.78
0.51
0.38
a (sq ft) q (cfs)
2.28
1.96
1.50
0.96
0.98
0.94
0.98
1.14
1.04
1.20
1.30
1.16
1.24
1.24
1.22
1.18
1.16
1.20
1.20
1.20
1.20
1.10
0.98
0.56
1.05
1.02
0.95
0.77
0.57
0.62
0.83
0.69
0.75
0.90
1.05
1.01
0.96
1.11
1.21
1.13
1.27
1.33
1.32
1.09
0.97
0.86
0.50
0.21
28.92
22.18

stream-flow measurements at selected gaging stations in the iowa

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