Basic HTML Version
281
250
300
350
Flow ‐ CMS
Flow of Nam Mae Chang (W.22)
at Ban Wang Phrao
Water Year 2012
100
150
200
0
50
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
0.77
0.25
10.50
1.80
2.30
11.50
19.20
3.30
2.05
0.02
5.11
0.07
2
1.46
0.42
10.50
2.05
2.55
8.50
21.95
3.05
2.30
0.02
5.65
0.07
3
1.80
0.42
10.00
0.60
3.30
7.50
20.85
2.80
2.05
0.02
5.65
0.07
4
1.11
0.08
10.00
1.46
3.30
86.16
27.45
3.05
2.80
0.02
5.65
0.08
5
0.42
0.08
10.00
1.80
1.28
160.95
26.90
4.05
2.30
0.02
5.11
0.06
6
0.42
0.08
10.00
6.19
0.42
54.20
26.35
6.46
2.05
0.02
5.11
0.04
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.25
30.40
10.00
4.05
0.60
74.00
32.20
5.38
2.55
0.03
14.00
0.07
8
0.07
29.80
10.00
3.30
0.07
164.40
29.80
3.80
2.80
1.80
5.92
2.80
9
0.06
17.55
10.00
3.30
0.04
154.05
25.80
3.55
2.05
2.05
3.80
2.30
10
0.04
20.30
9.50
3.30
0.60
128.15
21.95
3.30
1.11
2.05
2.80
1.28
11
0.04
12.00
10.00
3.30
2.80
114.86
12.00
3.55
1.11
2.05
2.05
0.25
12
0.07
7.50
10.00
2.80
2.05
97.64
7.50
3.30
1.11
2.05
1.80
0.08
13
0.94
6.46
9.50
2.80
1.11
86.98
6.46
3.55
1.11
3.30
3.55
0.08
14
0.94
5.38
9.50
0.60
0.07
91.90
5.92
3.30
1.80
3.30
0.94
0.06
15
0 77
3 80
9 50
0 08
0 04
308 05
4 84
2 80
0 06
3 30
0 77
0 05
.
.
.
.
.
.
.
.
.
.
.
.
16
0.77
3.80
9.50
0.07
0.06
284.95
4.05
2.80
0.02
3.55
1.11
0.06
17
0.77
7.00
9.50
0.04
0.04
137.60
4.30
3.05
0.07
3.55
0.94
0.01
18
0.77
7.50
9.00
0.05
0.07
90.26
6.19
3.05
0.25
3.30
0.25
0.00
19
0.94
6.46
8.00
0.06
1.46
70.25
5.65
2.80
0.08
3.30
0.60
0.00
20
0.94
7.00
7.50
0.06
0.77
50.70
5.38
2.55
0.08
3.55
0.42
0.08
21
0.42
7.00
7.50
0.06
1.63
32.20
4.57
2.30
0.07
5.11
0.25
0.25
22
0.77
7.00
13.50
0.02
28.00
24.70
3.80
2.30
0.25
4.30
0.08
0.25
23
0.77
8.50
14.00
0.02
17.00
23.60
3.30
2.30
0.25
3.80
0.25
0.08
24
0.60
4.30
21.95
0.02
9.00
18.10
3.05
2.05
0.08
4.05
0.25
0.04
25
0.60
2.30
15.00
0.02
6.19
16.50
3.30
1.80
0.08
4.30
0.25
0.01
26
0.60
2.30
5.38
0.01
9.00
14.00
3.30
1.80
0.06
4.84
0.25
0.02
27
0.25
2.55
1.11
0.02
13.50
14.50
3.05
1.63
0.06
4.30
0.25
0.04
28
0.08
2.55
10.50
0.02
20.85
17.55
3.05
1.46
0.06
4.84
0.07
0.04
29
0.08
6.19
13.50
0.01
21.95
17.00
3.05
2.80
0.03
5.38
0.05
30
0.08
10.50
6.19
0.02
16.50
19.20
3.05
3.05
0.03
5.38
0.05
31
9.50
0.02
12.50
3.05
0.03
5.11
0.05
----------
--------------
Total
17 60
228 97
301 13
37 95
179 05
2379 95
351 31
90 98
28 75
88 71
72 88
8 39
3785 67 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.59
7.39
10.04
1.22
5.78
79.33
11.33
3.03
0.93
2.86
2.60
0.27
10.37 CMS
Max
1.80
30.40
21.95
6.19
28.00
308.05
32.20
6.46
2.80
5.38
14.00
2.80
308.05 CMS
Min
0.04
0.08
1.11
0.01
0.04
7.50
3.05
1.46
0.02
0.02
0.07
0.00
0.00 CMS
Runoff
1.52
19.78
26.02
3.28
15.47
205.63
30.35
7.86
2.48
7.67
6.30
0.73
327.08 MCM
458.00 CMS. at 219.16 m. (MSL.) at 20.00 Hours , on Sep 15 , 2012
Runoff Yield
6.70
295.675
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak