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10
12
14
Flow ‐ CMS
Flow of Nam Mae Kuang (P.79)
at Ban Mae Wan
Water Year 2012
4
6
8
0
2
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
1.40
0.76
2.00
1.30
1.80
2.90
3.44
1.60
1.10
0.84
1.00
0.68
2
1.20
0.76
1.90
1.20
1.70
3.08
3.26
1.60
1.10
0.84
0.76
0.68
3
1.20
0.84
1.80
1.10
1.60
7.47
3.44
1.50
1.10
0.84
0.84
0.76
4
1.30
0.92
1.90
1.20
1.50
6.25
2.90
2.36
1.00
0.84
0.92
1.00
5
1.20
1.60
1.60
1.30
1.40
5.02
3.08
1.70
0.92
0.76
0.76
0.92
6
1.40
2.18
1.80
1.60
1.50
4.29
3.44
1.50
0.84
0.68
0.76
0.76
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
1.60
2.18
2.54
1.50
1.70
6.49
3.26
1.50
0.84
0.76
0.76
0.76
8
1.50
1.80
3.08
1.70
1.50
11.75
2.90
1.50
0.84
0.76
0.76
0.76
9
1.50
1.80
2.54
5.52
1.90
6.49
2.72
1.30
0.84
0.68
0.76
0.68
10
1.40
1.70
2.00
3.08
2.54
4.78
2.36
1.40
0.76
0.76
0.84
0.68
11
1.40
1.90
2.00
2.00
4.53
4.05
2.18
1.30
0.92
0.76
1.00
0.68
12
1.40
1.40
1.80
1.70
2.90
3.80
2.18
1.30
0.92
0.76
0.92
0.68
13
1.40
1.30
1.60
1.70
2.72
3.44
2.00
1.30
1.00
0.76
0.84
0.60
14
1.40
1.30
1.50
1.90
3.08
3.08
2.00
1.30
1.00
0.76
0.92
0.68
15
1 40
1 10
1 60
1 80
6 00
5 52
2 00
1 00
1 00
0 76
0 76
0 68
.
.
.
.
.
.
.
.
.
.
.
.
16
1.40
1.10
1.40
1.50
2.54
3.62
2.18
1.20
0.92
0.76
0.76
0.68
17
1.40
1.00
1.30
1.40
2.36
3.08
2.18
1.20
0.84
0.76
0.76
0.68
18
1.20
1.20
1.20
1.60
2.36
2.90
2.00
1.20
0.84
0.76
0.76
0.68
19
1.40
1.50
1.20
1.80
2.54
2.54
2.00
1.20
0.84
0.76
0.76
0.68
20
1.30
1.40
1.30
1.70
2.18
2.54
2.00
1.20
0.84
0.76
0.76
0.60
21
0.92
2.54
1.30
1.50
2.00
2.54
1.70
1.30
0.84
0.76
0.76
0.60
22
0.84
1.80
1.50
1.50
2.00
2.90
1.60
1.20
0.84
0.68
0.76
0.52
23
0.92
1.70
1.40
1.80
3.26
2.72
1.60
1.20
0.84
0.68
0.68
0.44
24
0.92
3.62
1.30
4.05
4.05
2.36
1.90
1.20
0.84
0.68
0.76
0.44
25
0.76
2.72
1.40
4.53
3.80
2.72
2.00
1.20
0.84
0.68
0.68
0.52
26
0.76
2.90
1.40
4.29
9.31
3.08
1.80
1.20
0.84
0.68
0.76
0.44
27
0.76
3.44
1.40
3.26
5.52
2.54
1.90
1.20
0.84
0.68
0.60
0.44
28
0.76
1.90
1.20
3.44
4.05
2.72
1.70
1.40
0.84
0.68
0.68
0.44
29
0.76
2.54
1.20
2.36
3.80
4.78
1.50
1.20
0.84
0.68
0.44
30
0.76
2.72
1.30
2.00
3.26
3.80
1.60
1.10
0.84
0.76
0.44
31
2.00
2.00
2.90
1.60
0.84
1.40
0.44
----------
--------------
Total
35 56
55 62
49 46
67 33
92 30
123 25
70 42
40 36
27 70
23 72
22 08
19 48
627 28 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.19
1.79
1.65
2.17
2.98
4.11
2.27
1.35
0.89
0.77
0.79
0.63
1.72 CMS
Max
1.60
3.62
3.08
5.52
9.31
11.75
3.44
2.36
1.10
1.40
1.00
1.00
11.75 CMS
Min
0.76
0.76
1.20
1.10
1.40
2.36
1.50
1.00
0.76
0.68
0.60
0.44
0.44 CMS
Runoff
3.07
4.81
4.27
5.82
7.98
10.65
6.08
3.49
2.39
2.05
1.91
1.68
54.20 MCM
31.00 CMS. at 443.80 m. (MSL.) at 05.00 Hours , on Sep 8 , 2012
Runoff Yield
12.64
227.941
Momentary Peak
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.