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Flow ‐ CMS
Flow of Nam Mae Chan (Kh.89)
at Ban Hua Saphan
Water Year 2012
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
0.53
0.09
9.04
0.92
3.30
8.31
5.90
2.90
5.90
1.20
1.56
0.80
2
0.44
0.20
3.30
0.92
3.10
7.57
4.50
3.90
5.50
1.20
1.20
0.68
3
0.50
0.53
2.70
1.00
5.50
12.50
11.60
6.10
5.30
1.38
1.20
0.80
4
0.84
0.46
2.10
0.71
14.60
9.04
6.84
12.20
5.10
1.38
1.47
1.74
5
0.92
0.46
1.92
2.50
7.57
6.10
8.06
8.06
5.10
1.47
1.12
2.01
6
0.13
1.29
2.01
5.50
4.50
5.90
10.51
6.84
4.90
1.38
0.77
1.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.09
2.01
2.01
3.10
3.90
5.90
5.90
6.84
5.10
1.47
0.56
1.08
8
0.45
2.30
2.30
8.31
4.10
12.20
4.10
5.90
5.10
1.47
0.49
0.92
9
1.20
2.70
2.01
2.30
7.81
14.30
3.90
5.90
3.90
1.47
0.49
1.29
10
1.16
3.10
1.92
4.90
7.32
11.90
8.55
5.50
3.90
1.47
0.56
1.20
11
1.04
6.34
1.92
3.50
4.50
10.76
3.90
5.30
3.30
1.38
0.80
1.04
12
0.80
2.50
1.56
6.34
4.70
10.26
3.70
4.90
3.10
1.38
0.68
0.80
13
0.80
2.10
1.56
9.28
4.70
10.26
3.30
5.70
3.10
1.47
0.59
0.96
14
0.77
2.30
1.56
4.90
4.30
33.27
5.50
5.90
3.10
1.47
0.62
0.77
15
0 74
1 92
1 56
16 10
11 00
14 90
3 90
6 10
3 10
1 47
0 62
0 65
.
.
.
.
.
.
.
.
.
.
.
.
16
0.68
2.01
1.56
6.84
7.08
9.78
3.70
5.90
2.70
1.47
0.88
0.77
17
0.62
1.74
1.56
5.70
4.90
7.32
4.90
5.30
2.70
1.47
0.84
0.74
18
0.56
1.92
1.65
5.50
6.10
5.90
8.31
5.30
2.90
1.47
0.88
0.65
19
0.38
1.65
2.10
4.90
6.10
5.10
4.90
5.50
2.50
1.47
1.16
0.77
20
0.49
2.01
1.56
3.90
8.06
6.10
4.10
5.30
1.83
1.47
1.12
0.53
21
0.47
1.83
1.56
3.90
6.59
4.70
3.70
5.10
2.30
1.47
1.04
0.80
22
0.74
1.83
1.29
3.30
6.34
4.10
3.10
5.50
0.62
1.47
1.04
0.77
23
0.71
1.92
1.38
2.50
19.10
8.06
2.50
5.10
0.59
1.47
1.00
0.84
24
0.41
1.83
1.29
2.50
27.20
7.32
3.10
5.10
0.62
1.16
0.84
0.96
25
0.41
1.83
1.16
2.90
12.20
4.90
3.70
7.08
0.71
1.12
0.65
0.56
26
0.41
1.92
1.16
4.90
8.55
8.55
3.30
5.10
0.84
0.77
0.71
0.74
27
0.39
1.92
0.92
6.59
10.51
4.90
3.90
4.90
1.16
0.49
1.04
1.16
28
0.37
2.01
0.50
6.34
14.60
6.10
3.50
5.30
1.16
0.59
0.62
0.92
29
0.18
1.83
0.65
5.30
7.81
4.90
3.30
8.55
1.16
0.62
0.96
30
0.09
1.74
0.50
3.90
7.08
3.70
3.10
6.34
1.16
0.71
0.92
31
6.34
3.70
7.08
2.90
1.16
1.56
0.96
----------
--------------
Total
17 32
62 63
56 31
142 95
250 20
264 60
152 17
177 41
89 61
39 84
24 55
28 99
1306 58 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.58
2.02
1.88
4.61
8.07
8.82
4.91
5.91
2.89
1.29
0.88
0.94
3.58 CMS
Max
1.20
6.34
9.04
16.10
27.20
33.27
11.60
12.20
5.90
1.56
1.56
2.01
33.27 CMS
Min
0.09
0.09
0.50
0.71
3.10
3.70
2.50
2.90
0.59
0.49
0.49
0.53
0.09 CMS
Runoff
1.50
5.41
4.87
12.35
21.62
22.86
13.15
15.33
7.74
3.44
2.12
2.51
112.89 MCM
62.15 CMS. at 408.63 m. (MSL.) at 07.00 Hours , on Sep 14 , 2012
Runoff Yield
14.43
250.605
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak