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50
60
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Flow ‐ CMS
Flow of Mun River (M.2A)
at Ban Dan Taka
Water Year 2012
20
30
40
0
10
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
10.25
20.75
0.80
0.00
3.50
17.60
40.00
22.15
6.40
0.00
0.00
0.00
2
10.60
19.70
2.00
0.00
3.50
14.10
41.40
23.90
4.70
0.00
0.00
0.00
3
10.25
17.60
6.05
0.40
3.50
14.10
42.45
22.50
3.20
0.00
0.00
0.00
4
10.25
16.90
9.20
1.20
3.50
14.10
43.15
22.50
3.50
0.00
0.00
0.00
5
11.30
17.95
14.45
1.80
2.00
15.85
41.40
20.75
3.50
0.00
0.00
0.00
6
12.35
18.65
12.70
3.80
1.80
17.95
41.40
20.05
1.60
0.00
0.00
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
17.60
20.75
10.95
6.05
1.00
20.05
41.75
19.00
1.00
0.00
0.00
0.00
8
28.10
18.65
15.50
5.70
0.80
23.90
42.10
17.25
1.20
0.00
0.00
0.00
9
34.75
16.55
21.10
5.00
1.00
27.05
45.25
16.90
1.80
0.00
0.00
0.00
10
35.45
14.80
24.25
3.80
0.60
29.85
50.15
15.15
1.40
0.00
0.00
0.00
11
35.10
13.40
21.80
5.35
0.00
30.20
53.30
13.75
1.00
0.00
0.00
0.00
12
35.80
13.05
17.95
6.75
0.00
30.90
56.80
12.00
1.00
0.00
0.00
0.00
13
35.10
11.30
13.40
7.80
0.20
32.30
58.90
9.55
0.80
0.00
0.00
0.00
14
34.40
9.20
11.30
10.25
1.40
33.00
58.90
7.45
0.00
0.00
0.00
0.00
15
32 65
7 45
8 15
11 65
1 60
31 95
56 45
6 75
0 60
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
29.50
7.45
6.40
12.70
3.50
29.50
49.45
4.10
1.20
0.00
0.00
0.00
17
27.40
8.85
8.85
12.70
3.20
28.10
41.75
4.70
1.20
0.00
0.00
0.00
18
24.60
15.85
4.70
11.65
3.50
28.45
34.40
6.05
0.00
0.00
0.00
0.00
19
20.05
22.15
3.50
9.55
5.35
29.50
26.35
7.10
0.00
0.00
0.80
0.00
20
22.50
23.20
1.80
7.80
7.45
30.90
19.35
8.50
0.00
0.00
0.60
0.00
21
22.85
23.55
1.80
6.75
9.55
32.65
18.65
8.85
0.00
0.00
0.00
0.00
22
20.40
21.80
1.80
6.05
10.60
33.70
17.95
8.15
0.00
0.00
0.00
0.00
23
19.35
19.70
1.40
7.10
13.40
34.40
16.55
8.15
0.00
0.00
0.00
0.00
24
20.05
16.20
0.60
7.80
17.95
36.15
15.15
8.15
0.00
0.00
0.00
0.00
25
19.70
13.05
0.80
8.15
17.25
35.80
16.20
8.15
0.00
0.00
0.00
0.00
26
18.30
11.30
0.60
8.15
14.80
36.85
18.30
7.80
0.00
0.00
0.00
0.00
27
17.60
6.40
0.00
7.45
13.75
38.60
21.80
7.45
0.00
0.00
0.00
0.00
28
16.20
4.40
0.00
8.15
13.40
40.00
22.50
6.40
0.00
0.00
0.00
0.00
29
17.60
2.90
0.00
8.50
14.80
40.00
21.80
6.75
0.00
0.00
0.00
30
20.05
1.00
0.00
5.35
17.95
37.90
20.40
6.40
0.00
0.00
0.00
31
1.00
4.70
19.00
20.75
0.00
0.00
0.00
----------
--------------
Total
670 10
435 50
221 85
202 10
209 85
865 40
1094 75
356 35
34 10
0 00
1 40
0 00
4091 40 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
22.34
14.05
7.39
6.52
6.77
28.85
35.31
11.88
1.10
0.00
0.05
0.00
11.21 CMS
Max
35.80
23.55
24.25
12.70
19.00
40.00
58.90
23.90
6.40
0.00
0.80
0.00
58.90 CMS
Min
10.25
1.00
0.00
0.00
0.00
14.10
15.15
4.10
0.00
0.00
0.00
0.00
0.00 CMS
Runoff
57.90
37.63
19.17
17.46
18.13
74.77
94.59
30.79
2.95
0.00
0.12
0.00
353.50 MCM
59.60 CMS. at 164.76 m. (MSL.) at 06.00 Hours , on Oct 14 , 2012
Runoff Yield
2.37
12.616
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak