Basic HTML Version
241
20
25
30
Flow ? CMS
Flow of Nam Mae Kuang (P.79)
at Ban Mae Wan
Water Year 2011
10
15
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
0.24
3.60
1.92
3.60
27.77
5.16
4.92
1.78
1.50
1.50
1.50
1.50
2
0.16
0.94
1.64
3.20
8.64
3.20
4.20
1.78
1.36
1.50
1.50
1.50
3
0.16
1.64
1.78
3.00
6.12
3.00
3.80
1.78
1.50
1.50
1.50
1.50
4
0.24
2.20
2.06
2.60
4.44
2.80
3.40
1.78
1.50
1.50
1.50
1.50
5
0.16
2.06
4.92
2.20
3.40
4.92
2.80
1.64
1.50
1.50
1.50
1.50
6
0.16
1.78
5.40
2.20
2.80
4.00
3.00
1.64
1.50
1.50
1.50
1.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.24
1.36
3.00
2.06
2.80
8.39
3.00
1.50
1.50
1.50
1.50
1.50
8
0.64
1.36
2.40
1.64
3.20
3.00
2.80
1.50
1.50
1.50
1.50
1.50
9
0.48
2.20
2.06
1.50
4.92
3.00
2.80
1.50
1.50
1.50
1.50
1.50
10
0.80
5.88
1.92
1.78
5.88
2.80
2.80
1.50
1.50
1.50
1.50
1.50
11
0.80
5.16
2.20
2.40
15.00
2.80
2.60
1.50
1.50
1.50
1.50
1.50
12
0.80
2.80
2.40
2.60
10.42
3.20
2.40
1.36
1.50
1.50
1.50
1.50
13
0.72
2.06
4.00
1.92
15.90
3.20
2.40
1.36
1.50
1.50
1.50
1.50
14
0.64
1.92
2.20
2.40
5.64
3.60
2.40
1.50
1.50
1.50
1.50
1.50
15
0 48
2 40
2 06
4 92
3 80
7 11
2 40
1 08
1 50
1 50
1 50
1 50
.
.
.
.
.
.
.
.
.
.
.
.
16
0.40
3.00
2.20
5.64
2.60
3.00
2.60
1.36
1.36
1.50
1.50
1.50
17
0.40
3.20
2.06
4.92
2.20
2.60
2.80
1.36
1.22
1.50
1.50
1.50
18
0.32
5.40
1.78
3.20
3.20
2.40
2.60
1.36
1.50
1.50
1.50
1.50
19
0.24
4.44
1.64
2.60
4.92
2.80
2.60
1.36
1.50
1.50
1.50
1.50
20
0.32
5.40
1.92
2.40
3.60
3.40
2.20
1.36
1.50
1.50
1.50
1.50
21
1.22
3.40
4.20
2.40
4.00
3.20
2.20
1.36
1.50
1.50
1.50
1.50
22
0.94
2.60
2.20
2.06
2.60
3.20
2.06
1.36
1.50
1.50
1.50
1.50
23
5.40
2.20
1.92
2.20
2.20
3.40
2.06
1.50
1.50
1.50
1.50
1.50
24
8.39
1.78
1.92
3.00
4.00
3.00
2.06
1.50
1.50
1.50
1.50
1.50
25
7.62
1.50
3.60
3.00
13.20
3.20
1.92
1.50
1.50
1.50
1.50
1.50
26
1.78
1.64
19.02
2.60
4.00
2.80
1.78
1.36
1.50
1.50
1.50
1.50
27
1.36
2.06
7.36
2.20
3.40
3.00
1.92
1.36
1.50
1.50
1.50
1.50
28
1.50
2.60
6.12
1.92
3.00
12.30
2.06
1.36
1.50
1.50
1.50
1.50
29
1.22
2.80
4.44
1.78
2.40
6.60
1.92
1.50
1.50
1.50
1.50
1.50
30
2.40
4.44
4.00
1.64
4.20
4.44
2.06
1.50
1.50
1.50
1.50
31
2.40
7.11
4.68
2.06
1.50
1.50
1.50
----------
--------------
Total
40 23
86 22
104 34
86 69
184 93
119 52
80 62
44 30
45 94
46 50
43 50
46 50
929 29 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.34
2.78
3.48
2.80
5.97
3.98
2.60
1.48
1.48
1.50
1.50
1.50
2.54 CMS
Max
8.39
5.88
19.02
7.11
27.77
12.30
4.92
1.78
1.50
1.50
1.50
1.50
27.77 CMS
Min
0.16
0.94
1.64
1.50
2.20
2.40
1.78
1.08
1.22
1.50
1.50
1.50
0.16 CMS
Runoff
3.48
7.45
9.02
7.49
15.98
10.33
6.97
3.83
3.97
4.02
3.76
4.02
80.29 MCM
82.00 CMS. at 444.75 m. (MSL.) at 07.00 Hours , on Aug 1 , 2011
Runoff Yield
18.67
602.941 Liters/Second/Square KM.
Momentary Peak Yield
Liters/Second/Square KM.
Momentary Peak