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271
120
140
160
Flow ‐ CMS
Flow of Nam Mae Soi (W.17)
at Ban Nong Nao
Water Year 2012
40
60
80
100
0
20
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
0.96
0.84
4.26
2.25
3.78
8.67
11.96
8.67
6.69
3.00
3.78
1.68
2
1.56
1.20
3.78
1.95
3.78
16.52
17.80
9.00
7.02
3.00
3.00
1.68
3
1.44
1.32
2.85
2.10
4.50
38.20
19.50
8.67
7.02
3.15
3.15
1.80
4
1.80
0.60
2.40
1.95
3.00
53.15
19.93
11.22
7.35
2.85
2.85
2.40
5
1.44
1.44
2.25
3.78
3.54
75.38
17.80
14.40
6.03
2.85
2.40
3.00
6
0.96
2.85
3.54
3.54
2.70
34.00
19.50
13.13
6.36
2.85
2.55
2.85
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
1.20
11.59
5.46
8.34
2.55
39.40
29.04
10.85
4.98
2.85
2.25
2.55
8
1.32
9.74
5.46
4.98
4.02
134.40
18.22
11.59
4.50
2.85
1.80
2.25
9
1.68
5.46
8.01
6.36
10.85
45.18
14.40
8.01
4.50
2.85
1.68
2.40
10
0.84
4.74
6.03
9.00
11.59
55.32
12.70
7.68
4.74
2.85
1.80
2.40
11
1.20
4.50
4.74
11.96
11.22
42.40
11.22
7.35
4.74
2.85
1.80
2.10
12
1.44
3.78
3.78
9.74
8.01
35.20
10.85
7.02
5.46
3.00
1.80
1.80
13
0.60
2.40
3.30
10.48
6.69
28.55
11.59
7.35
4.50
3.00
1.80
1.56
14
0.84
2.70
3.15
9.74
4.74
27.57
14.40
8.34
4.98
2.85
1.95
1.56
15
0 72
2 85
1 95
11 22
4 74
101 50
13 13
7 68
4 26
2 70
1 80
1 56
.
.
.
.
.
.
.
.
.
.
.
.
16
0.84
2.85
1.95
13.97
3.30
53.15
11.59
8.01
4.98
2.70
2.10
1.56
17
0.96
3.00
1.80
9.37
4.02
40.60
10.11
7.02
3.78
2.85
1.80
1.56
18
0.54
2.40
2.25
8.67
3.00
23.16
9.74
6.69
3.78
2.85
2.25
1.20
19
0.36
3.00
1.56
9.37
3.00
22.18
9.37
7.35
3.30
3.00
3.15
1.32
20
0.54
2.40
1.68
9.37
3.15
17.80
10.85
6.69
3.54
3.30
2.70
1.20
21
0.42
2.10
1.80
9.37
7.68
19.93
9.37
7.68
3.00
2.85
2.70
1.20
22
0.60
2.55
1.56
11.59
9.00
26.10
11.96
8.67
2.85
2.70
3.00
1.08
23
0.54
2.10
1.56
11.22
8.67
26.10
9.74
8.01
3.15
2.70
3.00
0.96
24
0.84
2.70
1.56
15.25
7.02
17.37
10.48
7.68
3.30
2.55
2.85
1.08
25
0.48
3.78
1.44
19.93
8.67
17.37
9.37
6.03
3.54
2.55
2.55
1.08
26
0.48
3.54
1.44
18.65
34.00
18.22
9.74
7.35
2.55
2.55
2.40
0.96
27
0.54
4.74
1.44
14.40
4.26
19.93
9.00
13.97
2.70
2.40
1.95
1.20
28
0.60
6.03
1.80
15.25
4.74
14.82
8.67
11.96
2.85
2.25
1.80
1.20
29
0.54
4.02
1.80
16.95
9.00
16.10
8.01
9.37
3.00
2.55
1.20
30
0.60
4.74
1.95
12.70
10.11
15.25
8.67
9.00
2.85
2.55
1.32
31
4.98
10.85
11.22
8.34
2.85
3.30
1.20
----------
--------------
Total
26 88
110 94
86 55
304 30
216 55
1083 52
397 05
266 44
135 15
87 15
66 66
50 91
2832 10 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.90
3.58
2.89
9.82
6.99
36.12
12.81
8.88
4.36
2.81
2.38
1.64
7.76 CMS
Max
1.80
11.59
8.01
19.93
34.00
134.40
29.04
14.40
7.35
3.30
3.78
3.00
134.40 CMS
Min
0.36
0.60
1.44
1.95
2.55
8.67
8.01
6.03
2.55
2.25
1.68
0.96
0.36 CMS
Runoff
2.32
9.59
7.48
26.29
18.71
93.62
34.31
23.02
11.68
7.53
5.76
4.40
244.69 MCM
148.80 CMS. at 293.74 m. (MSL.) at 21.00 Hours , on Sep 8 , 2012
Runoff Yield
10.69
204.959
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak