Basic HTML Version
275
100
120
140
Flow ‐ CMS
Flow of Wang River (W.1C)
at Setuwaree Bridge
Water Year 2014
40
60
80
0
20
1
6
11
16
21
26
31
36
41
46
51
56
61
66
71
76
81
86
91
96
101
106
111
116
121
126
131
136
141
146
151
156
161
166
171
176
181
186
191
196
201
206
211
216
221
226
231
236
241
246
251
256
261
266
271
276
281
286
291
296
301
306
311
316
321
326
331
336
341
346
351
356
361
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
55.40
10.14
14.50
11.68
9.48
76.40
8.38
22.40
2.22
5.08
3.98
2.00
2
9.04
11.02
16.40
11.24
9.92
115.60
8.16
20.00
2.00
4.64
3.98
2.88
3
7.72
12.34
13.60
11.46
11.02
76.40
8.38
18.80
1.90
5.08
5.08
2.22
4
7.06
16.80
10.36
11.24
10.80
85.40
8.60
18.80
1.90
5.74
4.64
3.10
5
7.94
21.60
7.94
11.02
10.80
61.40
9.26
20.40
1.80
4.64
2.88
3.54
6
9.04
34.00
7.06
11.46
12.12
70.40
13.00
30.50
1.70
4.20
1.80
3.76
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
8.38
59.60
11.02
11.90
11.68
89.60
12.34
37.00
1.40
4.42
1.80
4.20
8
7.72
40.00
9.26
13.00
10.58
88.40
11.24
31.00
1.40
7.28
1.80
4.86
9
6.84
26.00
9.04
29.00
9.92
89.60
11.24
23.60
1.50
9.70
1.80
5.52
10
6.40
18.00
8.60
16.40
9.70
77.60
13.00
11.68
1.50
20.00
3.10
5.52
11
8.38
13.60
7.50
11.02
9.92
56.00
8.82
7.50
1.50
10.80
3.10
5.52
12
9.48
14.80
6.18
11.46
7.94
39.00
22.00
6.18
1.40
6.62
2.66
4.64
13
10.14
16.00
6.62
11.02
6.84
22.00
24.50
5.08
1.50
5.52
3.32
3.54
14
11.24
15.40
8.16
15.40
6.84
13.60
12.78
4.20
1.70
6.40
4.20
2.88
15
12 34
16 00
7 72
10 14
7 50
11 68
10 36
3 32
1 80
5 52
5 08
2 22
.
.
.
.
.
.
.
.
.
.
.
.
16
12.78
17.20
7.06
7.94
7.50
10.36
10.36
2.88
1.50
5.08
5.52
2.00
17
11.68
17.20
6.62
7.94
6.84
10.36
10.14
2.22
1.60
4.86
5.74
1.50
18
10.80
17.60
6.62
8.38
6.84
9.48
9.92
3.10
3.98
4.86
6.40
1.60
19
11.46
18.00
5.74
12.12
7.50
9.04
10.14
2.44
2.44
1.80
6.62
1.50
20
13.90
18.40
5.30
16.00
11.02
8.82
11.24
1.80
2.00
1.50
5.96
1.20
21
14.20
16.00
5.08
13.60
24.00
10.14
17.20
1.90
2.00
1.90
3.76
1.70
22
14.50
12.78
4.86
12.78
16.80
9.26
15.40
2.22
1.30
3.54
2.00
1.70
23
11.46
7.72
5.08
13.30
12.78
7.94
20.80
1.80
1.20
3.98
1.70
2.22
24
11.46
6.84
5.52
11.68
13.90
8.38
16.40
2.00
1.30
4.42
1.60
2.66
25
12.78
6.40
6.40
10.80
28.50
11.02
16.80
2.00
1.30
5.52
1.70
3.76
26
10.80
6.18
7.50
11.02
29.50
13.00
14.20
2.22
1.50
8.16
2.00
5.52
27
7.06
5.08
8.60
20.80
22.00
11.90
14.80
2.44
1.60
7.28
2.00
7.06
28
7.06
4.86
9.92
29.00
34.00
9.04
18.40
2.22
1.70
5.96
1.90
6.84
29
7.94
5.30
9.92
15.70
22.00
8.38
15.70
2.22
2.22
5.96
5.96
30
9.48
5.30
10.14
11.90
37.50
11.24
15.70
2.22
3.32
5.74
4.86
31
7.28
9.92
82.40
18.00
5.08
4.86
3.98
----------
--------------
Total
344 48
497 44
248 32
410 32
508 14
1121 44
417 26
294 14
59 26
181 06
96 12
110 46
4288 44 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
11.48
16.05
8.28
13.24
16.39
37.38
13.46
9.80
1.91
5.84
3.43
3.56
11.75 CMS
Max
55.40
59.60
16.40
29.00
82.40
115.60
24.50
37.00
5.08
20.00
6.62
7.06
115.60 CMS
Min
6.40
4.86
4.86
7.94
6.84
7.94
8.16
1.80
1.20
1.50
1.60
1.20
1.20 CMS
Runoff
29.76
42.98
21.46
35.45
43.90
96.89
36.05
25.41
5.12
15.64
8.31
9.54
370.52 MCM
150.00 CMS. at 231.41 m. (MSL.) at 17.00 Hours , on Sep 2 , 2014
Runoff Yield
3.38
43.128
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak