Basic HTML Version
169
300
350
400
450
Flow ‐ CMS
Flow of Mun River (M.182)
at Ban Si Than
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
2.50
6.43
125.40
35.25
10.36
132.40
233.00
232.00
4.62
25.20
8.94
3.96
2
2.00
6.43
125.40
47.04
10.36
135.20
225.10
241.00
5.52
24.30
8.82
3.60
3
2.25
7.74
103.65
50.97
10.36
140.80
220.60
252.00
6.36
24.00
8.70
3.06
4
2.50
20.84
74.55
56.21
7.74
156.20
242.00
255.60
7.38
23.40
8.64
2.92
5
6.43
28.70
86.34
60.14
5.12
164.32
272.40
254.40
8.64
22.50
8.46
2.84
6
18.22
33.94
96.90
70.62
5.12
166.00
279.60
247.20
10.80
21.90
8.34
2.78
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
31.32
36.56
75.86
82.41
5.12
167.40
268.80
246.00
14.80
21.30
8.16
2.84
8
41.80
37.87
50.97
85.03
3.81
168.80
227.00
243.00
20.10
21.00
8.04
2.94
9
50.97
35.25
43.11
77.17
2.50
173.00
212.50
239.00
27.60
20.40
7.98
3.00
10
57.52
30.01
40.49
65.38
2.50
181.40
184.20
236.00
35.10
19.50
7.92
3.12
11
65.38
33.94
37.87
56.21
2.50
189.50
173.80
234.00
35.40
18.90
7.86
3.30
12
81.10
43.11
33.94
50.97
2.25
211.60
168.10
230.00
33.60
18.00
7.80
3.30
13
91.58
50.97
32.63
45.73
2.25
258.00
160.40
226.00
35.40
17.80
7.74
3.24
14
99.60
52.28
43.11
39.18
2.25
295.30
152.00
220.60
36.80
16.80
7.74
3.00
15
109 05
50 97
53 59
33 94
2 25
331 40
145 00
220 60
37 60
15 80
7 68
2 96
.
.
.
.
.
.
.
.
.
.
.
.
16
115.80
61.45
60.14
31.32
6.43
348.50
143.60
217.90
38.00
15.60
7.56
2.90
17
121.20
66.69
69.31
35.25
9.05
352.30
142.20
200.80
38.40
15.20
7.26
2.82
18
132.40
66.69
73.24
23.46
12.98
396.00
140.80
174.60
37.20
14.60
7.08
2.80
19
139.40
69.31
94.20
18.22
15.60
426.00
169.50
156.20
33.30
14.20
6.84
2.80
20
145.00
66.69
98.25
15.60
16.91
414.00
214.30
121.20
32.70
13.80
6.48
2.82
21
145.00
62.76
70.62
11.67
18.22
358.00
242.00
1.08
31.50
13.20
6.18
2.84
22
110.40
56.21
54.90
10.36
18.22
310.50
258.00
1.18
30.60
12.60
5.94
2.82
23
64.07
53.59
54.90
10.36
18.22
272.40
173.40
1.34
30.00
12.00
5.70
2.82
24
30.01
48.35
54.90
10.36
15.60
245.00
142.20
1.90
29.10
11.60
5.64
2.82
25
15.60
57.52
49.66
7.74
14.29
215.20
165.16
2.40
28.50
11.00
5.58
2.82
26
11.67
83.72
48.35
7.74
18.22
200.80
171.95
2.62
28.20
10.40
5.40
2.78
27
11.67
143.60
47.04
7.74
40.49
218.80
176.20
2.78
27.30
10.00
5.04
2.74
28
11.67
164.60
43.11
9.05
56.21
232.00
177.40
2.96
27.00
9.80
4.56
2.68
29
10.36
146.40
41.80
11.67
73.24
238.00
177.40
3.36
27.00
9.40
2.66
30
7.74
129.60
36.56
11.67
96.90
239.00
190.00
4.02
26.40
9.20
2.62
31
125.40
10.36
119.85
228.00
25.50
9.10
2.60
----------
--------------
Total
1734 21
1877 62
1920 79
1088 82
624 92
7337 82
6076 61
4471 74
810 42
502 50
202 08
91 20 26738 73 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
57.81
60.57
64.03
35.12
20.16
244.59
196.02
149.06
26.14
16.21
7.22
2.94
73.26 CMS
Max
145.00
164.60
125.40
85.03
119.85
426.00
279.60
255.60
38.40
25.20
8.94
3.96
426.00 CMS
Min
2.00
6.43
32.63
7.74
2.25
132.40
140.80
1.08
4.62
9.10
4.56
2.60
1.08 CMS
Runoff
149.84
162.23
165.96
94.07
53.99
633.99
525.02
386.36
70.02
43.42
17.46
7.88
2310.23 MCM
428.00
Runoff Yield
1.47
8.598
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 111.66 m. (MSL), at 12.00 Hours, on Sep 19, 2012
Momentary Peak