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25
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Flow ‐ CMS
Flow of Nam Mae Rim (P.93)
at Ban Saluang Nok
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
1.08
0.96
3.04
1.36
2.11
3.94
6.40
4.18
3.10
1.56
1.79
0.72
2
1.20
0.96
3.22
3.52
2.11
7.76
6.24
3.34
7.95
1.51
1.68
0.72
3
2.11
0.92
2.56
2.01
1.90
6.66
5.81
3.28
7.86
1.51
1.90
0.72
4
1.40
0.92
3.22
1.90
1.79
5.14
5.22
3.70
3.58
1.62
1.79
1.08
5
1.84
1.00
2.62
1.95
1.73
6.57
5.30
3.46
3.28
1.56
1.51
1.95
6
4.34
3.40
2.17
3.28
1.56
5.64
4.90
3.34
3.04
1.46
1.32
1.84
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
5.90
9.53
2.80
2.74
1.40
11.44
9.01
3.16
2.92
1.51
1.12
1.16
8
2.39
5.73
2.74
3.16
1.84
12.76
5.06
3.94
2.74
1.51
1.04
1.20
9
2.11
5.64
2.28
3.16
3.16
11.99
4.18
3.78
2.44
1.46
1.12
1.32
10
1.84
6.66
2.44
4.26
3.64
15.85
3.64
3.16
2.44
1.51
1.08
1.28
11
1.73
3.04
2.23
2.39
3.46
11.99
3.52
2.80
2.44
1.46
1.08
1.04
12
1.62
2.34
1.95
1.84
2.44
9.85
5.90
2.86
2.44
1.40
1.12
0.84
13
1.51
2.06
1.95
2.06
2.11
15.58
5.64
3.40
2.34
1.40
1.08
0.84
14
1.46
1.79
1.73
2.68
1.84
16.57
4.98
8.14
2.28
1.51
1.04
1.04
15
1 40
1 73
1 56
2 28
4 02
30 00
4 18
4 02
2 28
1 40
0 96
0 72
.
.
.
.
.
.
.
.
.
.
.
.
16
1.32
2.01
1.51
1.90
9.95
13.95
3.70
2.92
2.17
1.40
0.96
0.64
17
1.32
1.84
1.32
2.34
5.73
10.16
3.64
2.98
2.01
1.40
0.96
0.64
18
1.28
1.56
1.68
2.68
3.40
6.83
3.52
2.86
2.01
1.40
1.08
0.60
19
1.28
1.56
1.62
2.74
2.68
6.06
3.86
2.86
1.95
1.36
1.32
0.60
20
1.20
1.62
1.40
3.04
3.34
8.52
3.94
2.98
1.68
1.28
1.20
0.56
21
1.12
2.06
1.46
2.86
4.74
8.61
3.04
3.28
1.51
1.32
1.00
0.52
22
1.08
3.46
1.36
2.39
3.22
6.06
2.98
4.58
1.40
1.24
1.00
0.48
23
1.00
2.62
1.28
2.62
4.74
6.15
3.04
3.04
1.36
1.24
0.96
0.48
24
1.00
1.84
1.24
3.10
2.98
7.00
2.98
2.86
1.40
1.20
0.96
0.44
25
0.96
1.73
0.96
2.80
3.16
5.47
2.92
2.92
1.40
1.12
0.96
0.44
26
0.88
1.79
0.96
4.26
4.02
5.64
3.04
2.98
1.40
1.08
0.92
0.40
27
0.84
2.17
0.92
2.92
7.95
4.10
3.04
2.98
1.40
1.04
0.88
0.40
28
0.92
2.86
0.88
3.10
8.61
8.71
2.98
3.78
1.36
0.96
0.76
0.36
29
1.56
2.39
0.88
2.86
5.22
10.37
2.86
3.16
1.36
0.96
0.36
30
1.08
2.44
1.68
2.44
10.06
6.49
2.74
3.04
1.56
1.16
0.36
31
3.16
2.28
4.34
3.40
1.56
2.17
0.36
----------
--------------
Total
48 77
81 79
55 66
82 92
119 25
285 86
131 66
103 78
76 66
42 71
32 59
24 11
1085 76 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.63
2.64
1.86
2.67
3.85
9.53
4.25
3.46
2.47
1.38
1.16
0.78
2.97 CMS
Max
5.90
9.53
3.22
4.26
10.06
30.00
9.01
8.14
7.95
2.17
1.90
1.95
30.00 CMS
Min
0.84
0.92
0.88
1.36
1.40
3.94
2.74
2.80
1.36
0.96
0.76
0.36
0.36 CMS
Runoff
4.21
7.07
4.81
7.16
10.30
24.70
11.38
8.97
6.62
3.69
2.82
2.08
93.81 MCM
34.12 CMS. at 343.46 m. (MSL.) at 14.00 Hours , on Sep 15 , 2012
Runoff Yield
7.24
83.017
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak