Basic HTML Version
113
200
250
Flow ? CMS
Flow of Mun River (M.2A)
at Ban Dan Taka
Water Year 2011
100
150
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
10.40
16.00
20.00
0.00
17.20
22.80
119.90
148.60
7.60
1.00
10.40
10.40
2
9.70
18.40
23.20
0.00
24.40
22.00
124.85
134.20
6.40
0.00
10.40
10.00
3
9.10
19.60
26.80
0.00
37.20
23.20
137.80
114.15
4.90
0.00
8.80
9.40
4
7.30
18.80
32.40
0.00
40.80
21.20
146.20
95.90
6.40
1.40
8.20
8.80
5
8.20
22.00
35.60
0.80
44.70
21.20
158.30
82.75
4.00
0.40
5.50
9.10
6
11.60
27.20
38.40
0.20
45.15
22.40
167.30
73.25
3.80
0.00
5.20
9.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
12.00
25.60
37.60
0.00
42.00
24.40
176.40
65.50
3.40
0.00
2.80
10.00
8
12.80
24.80
34.80
0.00
36.80
30.00
175.10
57.75
2.40
0.00
2.60
10.00
9
13.20
21.20
29.60
0.00
32.00
33.20
171.20
54.60
2.80
0.00
1.80
11.20
10
13.20
19.60
22.40
0.00
27.20
35.20
168.60
52.35
3.20
0.00
0.80
13.20
11
10.80
19.20
18.00
0.00
25.60
52.80
169.90
50.10
3.00
0.00
1.80
15.60
12
9.70
19.20
14.00
0.00
20.00
74.25
168.60
49.65
2.60
0.00
3.00
16.80
13
10.00
18.80
6.70
0.00
16.80
89.50
168.60
48.75
3.00
0.00
2.20
19.20
14
10.00
17.20
5.20
0.00
14.80
100.10
169.90
47.85
3.80
0.60
1.00
20.40
15
9 10
16 40
5 80
0 00
12 80
112 75
168 60
45 60
2 40
1 20
1 20
19 60
.
.
.
.
.
.
.
.
.
.
.
.
16
8.50
13.20
3.80
0.00
11.20
121.25
167.30
43.35
0.00
1.40
1.80
18.00
17
7.60
9.40
3.00
0.00
11.20
130.00
164.90
39.20
0.00
2.00
2.60
17.60
18
6.10
12.00
3.20
0.00
11.60
145.40
163.80
35.60
1.80
3.40
3.60
17.20
19
5.80
16.40
2.60
0.00
14.40
151.80
163.80
31.20
1.20
4.60
4.00
16.80
20
5.20
18.40
1.60
0.00
18.80
151.00
163.80
27.20
1.00
4.30
4.60
15.60
21
4.30
18.00
1.40
0.00
23.60
141.40
168.60
24.80
1.00
7.00
5.20
13.60
22
4.60
16.80
1.40
0.00
22.00
125.75
180.30
22.40
1.00
10.80
5.80
12.00
23
6.10
12.40
0.60
0.00
20.00
106.45
206.40
20.00
0.40
11.60
6.70
10.40
24
7.60
10.40
0.00
0.00
16.00
95.60
220.80
17.20
0.00
7.30
7.00
10.80
25
13.60
11.60
0.00
0.00
14.80
96.20
219.20
14.80
0.00
7.00
7.30
9.10
26
18.00
12.40
0.00
0.00
18.00
100.40
212.80
13.60
0.00
7.60
8.50
9.40
27
18.00
12.40
0.00
0.00
20.00
103.10
203.20
8.20
2.00
15.20
9.10
9.10
28
17.20
11.20
0.00
1.40
22.00
106.10
190.70
10.80
0.00
20.80
8.50
8.80
29
17.60
12.80
0.00
4.30
24.00
110.65
181.60
9.10
0.00
17.60
10.00
8.50
30
18.40
15.60
0.00
6.40
26.80
115.85
169.90
8.20
0.00
14.00
7.00
31
16.80
13.60
25.20
159.40
0.20
13.60
7.60
----------
--------------
Total
315 70
523 80
368 10
26 70
737 05
2485 95
5327 75
1446 65
68 30
152 80
150 40
384 60 11987 80 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.52
16.90
12.27
0.86
23.78
82.87
171.86
48.22
2.20
4.93
5.19
12.41
32.75 CMS
Max
18.40
27.20
38.40
13.60
45.15
151.80
220.80
148.60
7.60
20.80
10.40
20.40
220.80 CMS
Min
4.30
9.40
0.00
0.00
11.20
21.20
119.90
8.20
0.00
0.00
0.80
7.00
0.00 CMS
Runoff
27.28
45.26
31.80
2.31
63.68
214.79
460.32
124.99
5.90
13.20
13.00
33.23
1035.75 MCM
222.40 CMS. at 167.59 m. (MSL.) at 12.00 Hours , on Oct 24 , 2011
Runoff Yield
6.93
47.079
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak