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30
35
Flow ‐ CMS
Flow of Wang River (W.16A)
at Ban Hai
Water Year 2014
10
15
20
0
5
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
9.60
11.00
2.94
2.36
2.50
2.72
5.82
15.00
1.66
4.26
3.82
2.22
2
18.52
10.30
2.94
2.36
2.50
4.98
7.50
11.00
1.94
4.26
2.72
2.22
3
18.52
7.22
2.94
2.36
2.50
11.00
3.60
14.20
10.30
4.26
2.72
2.22
4
18.52
6.94
2.94
2.36
2.50
3.82
4.04
14.20
16.32
4.26
1.10
2.22
5
18.52
7.22
2.94
2.36
2.50
5.26
4.04
14.20
21.24
4.26
0.38
2.22
6
18.08
6.94
2.72
2.36
2.50
4.48
4.04
11.40
26.75
4.26
2.50
2.08
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
18.08
6.10
2.22
2.36
2.50
3.16
4.04
6.38
26.75
4.26
4.04
2.08
8
18.08
4.04
2.22
2.50
2.36
3.16
4.04
4.70
23.54
4.26
17.20
2.08
9
18.08
3.82
2.22
2.36
2.36
2.94
4.04
4.48
23.54
4.48
4.70
2.08
10
18.08
3.82
2.22
2.36
2.36
2.94
4.04
4.26
23.54
4.98
4.26
1.02
11
18.08
3.82
2.22
2.36
2.36
2.72
4.04
2.72
22.62
4.48
4.48
0.38
12
18.08
3.82
2.22
2.36
2.36
2.72
4.04
1.80
20.32
4.48
2.22
3.38
13
17.20
4.04
2.50
2.36
2.22
2.94
4.48
1.66
18.96
4.48
0.46
5.26
14
15.00
2.94
2.94
2.50
2.22
3.16
4.26
1.80
18.96
4.26
4.26
5.26
15
10 30
1 52
2 22
2 50
2 36
2 94
4 04
1 80
18 96
4 26
4 70
5 26
.
.
.
.
.
.
.
.
.
.
.
.
16
7.85
1.52
2.22
2.50
2.36
3.16
4.70
1.80
18.96
4.26
4.70
5.26
17
9.25
1.38
2.36
3.16
2.36
3.16
13.80
1.80
18.52
4.26
4.70
4.04
18
17.64
1.38
2.22
3.60
2.36
5.26
14.60
1.80
18.52
4.26
4.70
3.16
19
17.64
1.52
2.08
2.94
2.50
17.20
15.00
1.80
18.52
4.48
4.70
3.16
20
17.20
1.80
2.22
2.94
4.98
23.54
15.00
1.80
14.20
4.48
4.70
3.16
21
17.20
1.38
2.22
2.72
3.16
22.62
15.00
1.80
7.50
4.48
4.70
3.16
22
17.20
1.24
2.22
2.50
2.72
15.00
15.00
1.80
6.94
4.48
4.70
3.16
23
17.20
1.38
2.94
2.50
2.50
9.25
15.00
1.80
5.26
4.48
4.98
3.16
24
17.20
1.38
3.16
4.98
2.50
12.20
14.60
1.80
4.26
4.48
4.70
2.72
25
17.20
1.38
3.16
9.25
2.50
25.65
15.00
1.80
4.26
4.48
2.22
2.50
26
17.20
1.02
3.16
2.72
2.94
15.88
13.00
1.80
4.26
4.48
2.08
3.60
27
15.44
0.54
2.94
2.72
2.50
9.60
8.55
1.66
4.26
4.48
2.08
1.80
28
11.40
3.60
2.36
2.50
2.50
20.32
5.26
1.66
4.26
4.48
2.08
2.72
29
11.40
2.50
2.36
2.36
2.36
12.60
9.95
1.66
4.26
4.48
2.50
30
11.40
2.72
2.22
2.36
2.50
8.20
15.00
1.66
4.26
3.82
3.38
31
2.94
2.36
2.50
15.44
4.26
3.82
3.38
----------
--------------
Total
475 16
111 22
76 24
87 93
79 34
262 58
270 96
136 04
417 90
135 20
110 60
90 84
2254 01 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
15.84
3.59
2.54
2.84
2.56
8.75
8.74
4.53
13.48
4.36
3.95
2.93
6.18 CMS
Max
18.52
11.00
3.16
9.25
4.98
25.65
15.44
15.00
26.75
4.98
17.20
5.26
26.75 CMS
Min
7.85
0.54
2.08
2.36
2.22
2.72
3.60
1.66
1.66
3.82
0.38
0.38
0.38 CMS
Runoff
41.05
9.61
6.59
7.60
6.86
22.69
23.41
11.75
36.11
11.68
9.56
7.85
194.75 MCM
28.40 CMS. at 305.58 m. (MSL.) at 17.00 Hours , on Sep 25 , 2014
Runoff Yield
4.44
20.402
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak