Basic HTML Version
261
400
500
600
Flow ‐ CMS
Flow of Wang River (W.4A)
at Ban Wang Man
Water Year 2012
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
7.80
0.60
73.00
19.30
28.00
52.70
76.60
30.40
29.20
5.60
5.80
5.00
2
9.50
0.40
54.90
14.40
26.00
39.60
74.20
53.25
34.80
5.40
5.20
4.20
3
9.00
0.20
48.85
13.00
20.40
31.20
66.45
48.85
26.40
5.00
6.20
3.80
4
9.25
1.20
42.75
13.35
17.55
30.00
88.60
51.05
20.40
4.60
9.50
3.60
5
9.50
2.80
64.80
12.75
15.80
41.40
122.80
42.30
18.25
4.00
14.75
4.00
6
8.50
5.80
66.45
12.00
14.75
303.60
130.80
58.75
17.55
4.00
15.45
3.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
7.40
9.50
58.75
13.70
14.75
289.20
286.80
60.40
17.20
3.80
13.00
2.60
8
7.40
22.80
117.30
27.20
14.05
191.90
294.00
53.25
16.50
3.60
12.50
2.40
9
8.50
184.70
92.95
31.20
13.70
271.00
255.60
42.30
14.40
3.40
12.00
2.20
10
6.40
162.80
154.00
33.60
13.35
448.50
173.20
35.20
13.70
3.20
11.75
3.80
11
6.40
115.20
204.50
35.20
18.60
430.85
130.00
30.40
12.50
3.40
12.25
5.60
12
5.00
98.80
163.60
40.05
21.20
390.25
102.05
27.60
12.00
5.20
9.50
7.00
13
4.80
54.90
150.00
32.00
21.20
360.05
83.80
25.20
11.25
6.00
8.50
7.80
14
4.80
37.35
100.10
24.40
20.00
282.00
77.80
23.60
10.00
5.60
7.20
7.60
15
5 20
29 60
74 20
18 60
19 30
234 00
64 80
22 00
9 25
5 60
6 20
8 75
.
.
.
.
.
.
.
.
.
.
.
.
16
9.50
25.20
57.65
16.15
18.25
378.95
59.85
21.60
8.00
6.00
5.20
8.75
17
10.50
20.00
45.55
14.75
13.70
480.30
52.15
21.20
7.20
8.25
4.60
8.50
18
8.00
26.80
39.15
14.05
12.50
466.50
45.00
21.20
7.00
8.00
4.40
7.20
19
7.40
34.40
38.25
14.40
11.50
450.00
42.75
20.00
7.00
9.25
4.00
5.20
20
7.00
36.90
24.40
13.00
11.25
304.80
42.30
19.30
5.40
11.75
3.20
4.40
21
6.60
31.60
29.20
12.25
10.50
240.20
41.85
18.25
8.25
12.50
2.60
3.80
22
6.40
33.20
24.00
11.75
10.00
176.40
39.15
18.25
8.00
11.75
3.00
3.20
23
6.20
28.80
20.40
14.75
9.75
138.80
35.60
17.90
7.60
11.25
3.00
2.80
24
5.20
22.80
19.30
14.05
69.40
115.90
32.40
16.15
7.20
10.75
3.20
2.40
25
4.80
22.00
16.15
14.05
52.70
82.00
32.00
14.40
6.60
10.50
5.40
2.00
26
4.80
21.60
14.05
15.80
41.40
66.45
31.20
13.70
6.00
10.50
6.60
1.80
27
4.40
26.40
14.75
29.60
32.40
62.60
30.00
21.60
5.60
10.00
7.20
1.60
28
4.00
59.30
12.75
37.35
30.80
74.80
29.60
22.00
5.40
9.00
7.00
1.60
29
4.20
45.00
12.50
31.20
60.40
79.00
28.80
21.20
5.40
7.60
1.40
30
2.00
42.75
13.35
29.20
66.45
82.00
28.00
20.40
6.20
7.20
1.20
31
79.60
31.60
56.55
26.40
6.40
6.60
1.20
----------
--------------
Total
200 45
1283 00
1847 60
654 70
786 20
6594 95
2624 55
891 70
370 65
219 30
209 20
128 40 15810 70 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.68
41.39
61.59
21.12
25.36
219.83
84.66
29.72
11.96
7.07
7.47
4.14
43.32 CMS
Max
10.50
184.70
204.50
40.05
69.40
480.30
294.00
60.40
34.80
12.50
15.45
8.75
480.30 CMS
Min
2.00
0.20
12.50
11.75
9.75
30.00
26.40
13.70
5.40
3.20
2.60
1.20
0.20 CMS
Runoff
17.32
110.85
159.63
56.57
67.93
569.80
226.76
77.04
32.02
18.95
18.08
11.09
1366.05 MCM
508.40 CMS. at 136.44 m. (MSL.) at 06.00 Hours , on Sep 17 , 2012
Runoff Yield
4.15
48.702
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak