Basic HTML Version
165
250
300
350
Flow ? CMS
Flow of Mun River (M.173)
at Ban Non Sa ? at
Water Year 2011
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
11.06
20.15
16.85
2.30
16.70
17.15
169.60
127.00
5.70
0.88
10.46
10.94
2
9.74
21.80
21.35
2.50
28.70
19.25
172.20
104.00
5.20
1.58
9.02
9.86
3
9.86
21.80
27.80
2.30
35.20
18.20
193.00
91.00
5.10
2.90
8.00
9.14
4
10.10
23.30
34.00
1.40
38.60
18.35
211.90
81.20
5.00
0.76
5.20
9.50
5
9.98
26.30
36.40
1.25
38.40
19.55
206.50
72.40
4.10
0.45
6.10
9.50
6
9.86
25.40
38.60
1.15
35.00
20.90
195.70
65.80
3.00
0.42
5.10
10.82
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
9.86
24.50
35.20
0.98
29.75
26.15
190.40
59.80
2.80
0.37
3.90
10.94
8
8.78
16.85
27.65
1.35
23.75
27.20
185.20
55.00
2.70
0.45
2.80
12.02
9
10.82
18.95
20.00
1.00
19.10
26.15
190.40
50.60
2.90
0.50
2.14
13.82
10
20.45
18.50
12.14
0.69
13.94
30.80
193.00
47.00
2.90
0.78
2.70
15.65
11
11.18
18.50
12.14
0.56
14.75
71.20
187.80
44.60
2.50
0.94
4.00
17.90
12
9.26
18.20
5.90
0.69
9.14
121.90
169.60
42.40
2.14
1.25
3.40
21.20
13
10.10
16.85
4.10
0.58
6.30
162.80
160.70
40.20
1.82
1.50
2.30
23.00
14
8.42
14.90
4.30
0.84
4.90
190.40
158.60
38.20
1.50
1.58
2.60
23.00
15
7 60
15 20
3 40
0 62
4 90
193 00
162 80
35 80
1 25
1 74
2 50
20 75
.
.
.
.
.
.
.
.
.
.
.
.
16
6.40
15.35
1.90
0.44
5.30
185.20
169.60
30.50
1.00
1.90
3.70
19.10
17
5.10
14.60
2.90
0.52
6.20
169.60
177.40
27.80
0.92
3.50
4.80
18.65
18
5.20
16.40
2.60
0.82
8.20
142.20
190.40
24.35
0.82
8.30
5.00
18.05
19
4.60
18.20
1.66
1.58
10.10
107.00
203.80
20.15
0.73
12.14
5.20
16.40
20
5.00
17.00
2.40
0.69
12.38
88.60
241.00
17.90
0.66
13.22
5.80
13.34
21
5.60
14.06
1.30
0.64
16.55
77.20
301.50
16.85
0.59
13.70
5.50
12.14
22
5.90
10.82
0.82
1.20
13.10
64.90
324.00
15.35
0.54
11.90
6.80
10.70
23
6.50
8.66
0.71
0.64
11.18
73.90
324.00
13.34
0.49
9.26
7.20
11.18
24
11.90
7.80
0.67
0.46
9.98
99.40
301.50
11.78
0.71
7.30
7.80
9.74
25
20.00
9.26
0.62
0.45
12.74
110.00
276.40
10.34
1.50
14.06
8.00
8.90
26
19.85
10.94
0.57
1.10
14.60
115.10
250.00
9.62
3.80
23.45
9.74
9.86
27
18.65
8.90
0.48
2.22
14.75
121.90
226.00
8.78
0.67
24.20
10.34
9.02
28
17.90
9.98
0.53
3.20
15.20
142.20
209.20
7.70
1.15
18.95
10.22
9.02
29
17.75
10.58
0.84
3.70
14.75
156.50
193.00
6.90
1.74
13.10
11.06
7.50
30
18.20
12.74
4.30
11.42
15.65
160.70
174.80
6.50
2.22
12.86
8.10
31
15.95
14.45
17.45
154.40
1.40
8.20
8.10
----------
--------------
Total
325 62
502 44
322 13
61 74
517 26
2777 40
6464 40
1182 86
67 55
212 14
171 38
407 84 13012 76 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.85
16.21
10.74
1.99
16.69
92.58
208.53
39.43
2.18
6.84
5.91
13.16
35.55 CMS
Max
20.45
26.30
38.60
14.45
38.60
193.00
324.00
127.00
5.70
24.20
11.06
23.00
324.00 CMS
Min
4.60
7.80
0.48
0.44
4.90
17.15
154.40
6.50
0.49
0.37
2.14
7.50
0.37 CMS
Runoff
28.13
43.41
27.83
5.33
44.69
239.97
558.52
102.20
5.84
18.33
14.81
35.24
1124.30 MCM
336.00
Runoff Yield
8.44
79.791
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 7.34 m. (A.D), at 13.00 Hours, on Oct 22, 2011
Momentary Peak