Basic HTML Version
119
300
350
400
450
Flow ‐ CMS
Flow of Mun River (M.5)
at Ban Mueang Kong
Water Year 2012
150
200
250
0
50
100
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
4.00
5.25
133.00
33.40
2.10
14.50
266.80
156.00
7.80
16.00
10.40
4.68
2
4.00
5.00
106.00
34.30
2.10
36.10
264.40
201.00
6.52
15.80
10.30
4.52
3
3.75
20.80
64.00
25.30
2.10
21.70
266.80
201.00
7.48
15.20
10.20
4.36
4
4.75
37.90
54.00
12.70
2.10
11.80
374.10
202.00
8.92
14.30
10.10
4.20
5
23.50
41.50
97.00
10.00
2.10
12.70
409.20
201.00
11.80
14.00
10.00
3.88
6
21.70
42.40
94.00
6.80
2.10
19.00
397.50
196.00
13.10
13.70
10.00
4.68
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
21.70
42.40
9.60
4.50
1.90
41.50
348.10
195.00
14.30
13.60
9.90
4.68
8
20.80
38.80
9.60
4.00
1.90
49.00
244.00
194.00
15.80
13.60
9.80
4.36
9
19.90
37.00
8.40
3.50
1.90
62.00
203.00
191.00
18.60
13.50
9.70
5.08
10
20.80
34.30
8.40
3.50
1.90
79.00
113.00
190.00
26.20
13.50
9.60
9.60
11
22.60
39.70
8.00
3.30
1.90
103.00
35.20
187.00
24.60
13.50
9.50
9.50
12
37.00
52.00
7.60
3.10
1.90
163.00
5.00
186.00
21.80
13.50
9.40
4.68
13
38.80
50.00
7.20
3.10
1.90
266.80
4.00
184.00
22.60
13.40
9.30
3.00
14
22.60
42.40
62.00
3.10
1.90
284.40
3.75
178.00
23.60
13.40
9.30
2.52
15
13 60
41 50
52 00
2 90
2 30
287 00
3 75
177 00
24 00
13 40
9 40
2 28
.
.
.
.
.
.
.
.
.
.
.
.
16
11.80
40.60
51.00
2.90
2.30
293.50
3.50
153.00
24.20
13.40
7.64
2.20
17
11.80
41.50
52.00
2.90
2.70
313.00
18.10
94.00
23.60
13.30
7.48
2.92
18
10.90
41.50
78.00
2.70
5.00
357.20
89.00
33.40
25.20
13.10
7.24
4.28
19
9.60
40.60
153.00
2.70
5.50
362.40
219.00
4.00
22.00
12.70
7.16
5.00
20
9.60
40.60
89.00
2.70
4.25
350.70
359.80
2.90
21.00
12.30
7.00
5.48
21
9.20
40.60
54.00
2.70
2.70
263.20
400.10
2.70
18.90
12.20
6.84
5.64
22
8.40
40.60
54.00
2.70
2.50
258.40
305.20
1.56
18.50
11.90
6.44
5.48
23
8.00
39.70
54.00
2.70
2.30
254.80
96.00
1.48
18.40
11.70
6.04
5.32
24
7.60
39.70
53.00
2.70
3.50
242.80
145.00
4.68
18.20
11.60
6.44
5.24
25
7.20
66.00
52.00
2.50
4.25
183.00
200.00
1.88
17.90
11.30
7.24
5.16
26
6.80
117.00
52.00
2.30
7.20
178.00
217.00
2.52
17.60
11.10
7.24
5.08
27
6.40
128.00
51.00
2.30
10.00
264.40
238.00
1.96
16.80
11.00
6.60
4.84
28
5.75
171.00
50.00
2.50
11.80
271.60
242.80
2.12
16.30
10.80
5.24
4.76
29
5.75
146.00
48.00
2.30
16.30
270.40
233.20
2.76
16.20
10.60
4.60
30
5.50
136.00
23.50
2.30
16.30
270.40
223.00
4.60
16.10
10.50
4.52
31
134.00
2.30
13.60
172.00
16.00
10.40
4.44
----------
--------------
Total
403 80
1794 35
1635 30
194 70
140 30
5585 30
6100 30
3152 56
554 02
398 30
235 50
146 98 20341 41 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
13.46
57.88
54.51
6.28
4.53
186.18
196.78
105.09
17.87
12.85
8.41
4.74
55.73 CMS
Max
38.80
171.00
153.00
34.30
16.30
362.40
409.20
202.00
26.20
16.00
10.40
9.60
409.20 CMS
Min
3.75
5.00
7.20
2.30
1.90
11.80
3.50
1.48
6.52
10.40
5.24
2.20
1.48 CMS
Runoff
34.89
155.03
141.29
16.82
12.12
482.57
527.07
272.38
47.87
34.41
20.35
12.70
1757.50 MCM
432.60 CMS. at 114.12 m. (MSL.) at 18.00 Hours , on Oct 21 , 2012
Runoff Yield
1.23
9.551
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak