Basic HTML Version
265
400
500
600
Flow ? CMS
Flow of Wang River (W.1C)
at Setuwaree Bridge
Water Year 2011
200
300
0
100
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
24.55
12.40
31.50
48.40
158.00
160.00
167.00
36.10
15.70
4.30
21.85
4.00
2
27.50
21.85
30.50
46.00
487.00
169.00
237.80
25.50
15.40
4.90
23.65
7.07
3
19.60
30.00
30.50
66.45
489.00
155.00
272.75
14.50
15.40
4.30
25.00
9.10
4
36.10
59.95
31.50
69.05
294.60
147.25
128.75
9.10
15.40
2.95
24.10
9.78
5
64.50
44.35
31.00
39.95
188.80
80.80
180.40
7.75
13.90
2.95
21.40
10.30
6
65.15
46.00
35.00
18.25
147.25
46.00
68.40
8.87
14.50
4.45
5.50
11.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
65.80
43.80
30.00
12.70
126.20
92.50
33.50
26.50
16.45
4.00
3.70
12.70
8
69.70
43.80
27.50
9.78
124.50
127.05
26.00
46.60
15.40
3.85
3.25
12.70
9
71.00
25.50
25.50
7.98
116.85
151.05
35.00
37.20
14.50
4.30
3.70
12.10
10
69.70
133.95
25.00
10.00
79.40
180.40
19.60
49.00
14.80
4.30
3.40
13.00
11
69.70
180.40
28.00
38.85
90.25
119.40
40.50
50.20
14.80
3.85
4.30
7.98
12
61.90
179.35
27.50
18.25
142.50
103.20
36.65
58.00
14.80
4.15
6.63
7.30
13
50.20
167.00
26.50
10.00
151.05
115.20
31.00
58.65
9.55
4.60
4.45
12.10
14
47.80
152.00
14.50
9.10
127.05
127.05
30.50
59.30
5.20
4.45
13.60
8.20
15
46 00
105 60
8 87
22 75
115 20
177 25
28 00
21 40
5 35
4 60
29 50
6 40
.
.
.
.
.
.
.
.
.
.
.
.
16
46.00
40.50
10.00
23.20
108.00
184.60
33.50
19.60
3.25
4.60
33.50
5.05
17
46.00
25.50
22.75
44.90
69.05
166.00
35.55
15.70
2.43
4.75
34.00
4.60
18
41.05
31.50
8.65
55.60
108.00
106.40
35.00
23.65
2.43
4.45
35.00
4.60
19
12.10
26.00
5.95
49.00
106.40
61.90
28.00
24.55
2.31
4.45
15.10
5.35
20
35.00
46.00
5.05
21.85
123.65
55.00
23.20
23.65
2.18
4.30
11.50
4.90
21
46.00
63.20
4.75
20.95
133.00
82.20
20.95
16.90
2.11
4.45
8.65
4.45
22
46.60
61.25
4.75
20.95
113.60
141.55
20.95
15.10
2.18
4.00
6.40
3.10
23
41.05
60.60
4.75
10.60
81.50
104.80
20.95
9.78
2.80
2.50
5.20
2.50
24
39.95
58.00
4.90
12.10
78.70
120.25
19.60
8.87
2.80
2.37
3.55
2.80
25
40.50
56.80
6.40
17.80
78.70
155.00
18.70
6.63
2.50
2.37
2.80
3.40
26
16.45
59.30
32.50
57.40
82.90
176.20
24.10
6.63
2.65
2.31
2.50
4.90
27
13.90
53.20
49.00
53.80
168.00
178.30
10.60
6.63
2.50
2.18
2.43
6.17
28
18.25
45.45
78.70
22.30
91.00
186.70
7.30
6.85
2.95
2.04
3.10
5.95
29
18.25
43.80
59.30
17.80
78.70
233.00
6.63
10.00
2.65
2.04
4.00
5.20
30
19.15
44.90
52.60
16.45
67.75
177.25
11.50
15.70
3.10
2.37
4.75
31
35.55
29.50
49.60
37.75
3.70
15.40
4.75
----------
--------------
Total
1269 45
1997 50
753 42
901 71
4376 20
4080 30
1690 13
718 91
243 69
126 53
361 76
216 40 16736 00 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
42.32
64.44
25.11
29.09
141.17
136.01
54.52
23.96
7.86
4.08
12.47
6.98
45.73 CMS
Max
71.00
180.40
78.70
69.05
489.00
233.00
272.75
59.30
16.45
15.40
35.00
13.00
489.00 CMS
Min
12.10
12.40
4.75
7.98
49.60
46.00
6.63
6.63
2.11
2.04
2.43
2.50
2.04 CMS
Runoff
109.68
172.58
65.10
77.91
378.10
352.54
146.03
62.11
21.06
10.93
31.26
18.70
1445.99 MCM
593.20 CMS. at 234.04 m. (MSL.) at 16.00 Hours , on Aug 3 , 2011
Runoff Yield
13.15
170.558
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak