Basic HTML Version
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Flow ‐ CMS
Flow of Nam Mae Lai (P.80)
at Ban Pong Din
Water Year 2012
6
8
10
12
0
2
4
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
1.25
0.35
1.70
0.80
1.10
3.50
2.70
2.36
3.10
0.86
0.58
0.58
2
1.10
0.35
1.70
0.80
0.30
7.24
4.50
2.02
1.85
0.79
0.58
0.58
3
1.10
0.35
1.55
0.50
1.70
4.91
2.90
2.02
1.85
0.79
0.79
0.58
4
0.95
0.35
0.80
0.50
0.35
8.78
2.36
2.02
1.68
0.79
0.79
0.65
5
1.10
0.45
1.10
0.80
0.25
5.33
2.19
2.70
1.51
0.72
0.72
0.93
6
1.10
0.50
2.54
0.80
0.25
4.50
2.90
2.36
1.51
0.72
0.72
0.65
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
1.25
0.65
2.36
0.50
0.25
4.91
4.30
2.02
1.51
0.79
0.72
0.65
8
1.40
2.00
4.12
0.80
0.15
8.78
3.50
2.36
1.34
0.79
0.72
0.65
9
1.55
0.40
2.72
1.25
14.50
5.33
2.70
2.19
1.34
0.79
0.72
0.65
10
1.25
0.35
1.85
1.25
9.00
4.70
2.36
1.68
1.00
0.79
0.72
0.65
11
1.25
0.65
1.40
0.80
5.54
4.70
1.68
2.02
1.00
0.79
0.65
0.58
12
1.25
0.50
1.25
0.50
5.12
4.50
1.85
2.02
1.00
0.79
0.65
0.58
13
1.25
0.50
1.40
0.45
4.70
3.70
1.68
2.02
1.00
0.72
0.65
0.51
14
0.95
0.50
1.25
0.45
4.30
3.90
2.19
2.02
1.00
0.72
0.65
0.58
15
0 95
0 50
1 25
0 50
3 90
6 38
2 70
2 02
1 00
0 86
0 65
0 58
.
.
.
.
.
.
.
.
.
.
.
.
16
0.95
0.45
1.25
0.45
3.50
4.30
2.53
2.02
0.93
0.79
0.65
0.51
17
0.95
0.45
1.10
0.45
3.10
3.70
1.85
2.02
0.93
0.79
0.65
0.30
18
0.95
0.65
0.95
0.50
2.70
3.50
1.85
1.85
1.00
0.72
0.65
0.30
19
0.95
0.80
1.25
0.65
2.70
3.10
2.02
1.68
1.00
0.72
0.65
0.30
20
0.65
0.65
0.95
0.65
2.53
3.30
2.19
1.85
0.93
0.72
0.65
0.30
21
0.40
2.54
0.95
0.80
2.70
3.30
2.02
1.17
0.86
0.72
0.65
0.30
22
0.40
1.25
1.10
0.80
3.30
2.70
2.70
1.17
0.86
0.72
0.65
0.30
23
0.40
1.25
0.95
1.10
3.70
2.90
2.70
1.17
0.86
0.72
0.65
0.30
24
0.45
1.25
0.95
1.25
3.50
6.59
3.50
1.17
0.86
0.72
0.58
0.30
25
0.40
1.25
0.95
1.40
2.70
4.50
2.70
1.17
0.86
0.72
0.58
0.30
26
0.35
1.25
0.95
2.18
2.70
2.36
2.36
1.17
0.86
0.72
0.58
0.24
27
0.35
1.25
0.95
1.25
2.90
2.19
2.19
1.00
0.93
0.65
0.51
0.24
28
0.30
1.10
0.80
1.25
18.98
2.70
2.02
3.50
0.86
0.65
0.58
0.27
29
0.30
1.25
0.65
1.40
11.25
2.70
2.02
3.70
0.86
0.65
0.30
30
0.35
1.25
0.80
1.55
4.50
2.70
2.02
3.70
0.86
0.65
0.30
31
1.25
1.25
3.70
2.02
0.86
0.65
0.30
----------
--------------
Total
25 85
26 29
41 54
27 63
125 87
131 70
77 20
60 17
36 01
23 02
18 34
14 26
607 88 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.86
0.85
1.38
0.89
4.06
4.39
2.49
2.01
1.16
0.74
0.65
0.46
1.67 CMS
Max
1.55
2.54
4.12
2.18
18.98
8.78
4.50
3.70
3.10
0.86
0.79
0.93
18.98 CMS
Min
0.30
0.35
0.65
0.45
0.15
2.19
1.68
1.00
0.86
0.65
0.51
0.24
0.15 CMS
Runoff
2.23
2.27
3.59
2.39
10.88
11.38
6.67
5.20
3.11
1.99
1.59
1.23
52.52 MCM
41.62 CMS. at 456.99 m. (MSL.) at 19.00 Hours , on Aug 28 , 2012
Runoff Yield
12.91
322.636
Momentary Peak
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.