117
200
250
300
Flow ‐ CMS
Flow of Mun River (M.4)
at Ban Phong Sawai
Water Year 2012
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
21.39
43.00
18.40
7.40
0.00
26.98
212.25
218.90
83.70
55.10
36.40
21.86
2
18.00
38.80
20.00
7.40
0.00
24.65
205.60
208.45
87.25
54.45
36.40
21.39
3
17.20
34.00
23.26
7.20
0.00
20.47
198.95
197.05
86.50
53.80
35.80
21.39
4
17.20
31.65
31.18
6.20
0.00
19.20
192.30
187.55
85.75
53.80
35.20
21.39
5
17.20
31.65
35.20
5.40
0.00
19.60
189.45
178.05
87.25
53.80
35.20
20.00
6
17.20
31.18
37.60
4.60
0.00
22.79
184.70
167.60
88.75
53.80
34.00
17.60
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
17.20
28.37
36.40
4.40
0.00
23.26
177.10
152.40
89.50
52.50
34.00
16.40
8
17.20
25.12
36.40
5.40
0.00
34.60
172.35
143.70
85.75
49.25
33.53
16.00
9
17.20
20.00
33.53
5.40
0.00
61.60
174.25
135.20
80.45
49.25
33.53
14.50
10
17.20
15.70
26.04
4.40
0.00
96.50
181.85
126.70
80.45
49.25
33.53
13.90
11
17.20
14.50
20.93
3.60
0.00
130.95
192.30
119.90
77.85
49.25
33.06
13.60
12
17.20
13.60
27.44
2.60
0.00
163.80
203.70
114.90
75.25
48.60
31.65
13.30
13
17.20
12.10
36.40
1.40
0.00
190.40
214.15
110.10
70.70
47.95
31.65
13.00
14
17.20
11.20
46.00
0.40
0.00
212.25
223.65
99.70
69.40
47.95
29.77
12.70
15
17 20
13 60
53 15
0 00
0 00
226 50
233 15
83 70
66 15
47 30
29 30
12 70
.
.
.
.
.
.
.
.
.
.
.
.
16
17.20
15.70
57.70
0.00
0.00
234.10
241.70
72.65
62.90
46.00
29.77
12.40
17
17.20
16.40
59.65
0.00
0.00
236.00
250.25
66.15
60.30
44.80
28.37
12.10
18
17.20
16.00
60.95
0.00
0.00
230.30
257.00
64.20
58.35
44.20
27.44
11.80
19
17.20
17.60
60.95
0.00
0.00
222.70
261.00
64.85
58.35
43.00
27.44
11.50
20
17.20
18.40
61.60
0.20
0.00
209.40
259.00
68.10
57.70
43.00
27.44
10.90
21
17.20
18.80
60.30
0.00
0.00
192.30
254.05
70.70
57.70
41.80
27.44
10.60
22
17.20
21.39
54.45
0.00
0.00
182.80
249.30
70.70
57.70
41.80
27.44
10.00
23
17.20
26.51
45.40
0.00
0.00
180.90
241.70
70.70
57.70
41.80
26.98
10.00
24
18.80
29.77
41.20
0.00
0.00
181.85
236.00
75.25
57.70
41.20
25.58
9.60
25
39.40
34.60
40.60
0.00
1.20
189.45
223.65
79.15
55.75
40.60
25.12
9.20
26
43.60
29.30
38.20
0.00
5.20
191.35
220.80
78.50
54.45
40.00
23.26
9.00
27
47.30
24.65
29.77
0.00
7.40
197.05
221.75
78.50
54.45
40.00
22.33
8.60
28
47.30
21.86
20.47
0.00
9.80
211.30
221.75
80.45
54.45
40.00
21.86
8.20
29
47.30
21.86
13.90
0.00
15.40
217.95
221.75
80.45
51.85
38.80
8.00
30
46.65
23.26
10.00
0.00
24.18
216.05
220.80
79.80
53.15
38.20
7.60
31
21.39
0.00
28.37
219.85
56.40
38.20
7.20
----------
--------------
Total
690 94
721 96
1137 07
66 00
91 55
4367 05
6756 10
3344 05
2123 60
1429 45
843 49
406 43 21977 69 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
23.03
23.29
37.90
2.13
2.95
145.57
217.94
111.47
68.50
46.11
30.12
13.11
60.21 CMS
Max
47.30
43.00
61.60
7.40
28.37
236.00
261.00
218.90
89.50
55.10
36.40
21.86
261.00 CMS
Min
17.20
11.20
10.00
0.00
0.00
19.20
172.35
64.20
51.85
38.20
21.86
7.20
0.00 CMS
Runoff
59.70
62.38
98.24
5.70
7.91
377.31
583.73
288.93
183.48
123.50
72.88
35.12
1898.87 MCM
261.00 CMS. at 121.06 m. (MSL.) at 22.00 Hours , on Oct 18 , 2012
Runoff Yield
1.74
7.532
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak