Basic HTML Version
275
200
250
300
Flow ? CMS
Flow of Wang River (W.10A)
at Ban Don Mun
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
29.50
21.55
35.50
51.40
161.25
147.75
147.00
29.50
19.75
5.00
31.00
12.20
2
29.50
23.35
36.00
51.40
243.35
141.00
126.33
17.50
19.75
2.24
31.00
14.35
3
29.50
34.00
36.50
50.85
245.90
136.50
51.95
6.20
19.75
0.99
31.00
14.35
4
28.50
42.05
36.50
47.00
232.40
129.17
38.50
3.00
19.75
0.99
30.50
14.35
5
28.50
42.60
36.50
28.00
191.60
51.95
110.04
2.75
19.75
0.99
18.85
14.35
6
28.00
42.60
34.00
14.80
171.60
37.00
1.33
3.25
19.30
0.71
0.71
14.35
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
28.00
42.60
33.00
12.20
159.75
57.30
0.92
17.95
18.85
0.50
1.06
14.35
8
28.00
26.05
33.00
2.24
95.17
109.33
1.59
30.50
18.40
0.50
2.37
13.90
9
27.50
13.00
33.00
2.11
91.62
120.67
2.11
13.00
18.40
0.50
2.37
13.45
10
27.50
54.90
32.50
2.11
92.33
100.13
7.40
12.60
18.40
6.60
2.75
6.20
11
22.00
152.25
32.50
2.11
98.00
70.50
27.00
13.90
18.40
7.00
7.00
1.85
12
7.40
171.60
32.00
2.37
151.50
71.70
19.75
16.60
18.40
6.60
9.00
2.11
13
7.00
161.25
30.50
2.11
169.20
92.33
14.35
17.95
13.45
6.60
10.20
2.75
14
7.00
130.58
13.45
2.50
169.20
112.17
18.85
23.80
6.20
6.20
33.00
2.50
15
7 00
42 60
9 80
10 60
165 20
142 50
18 85
23 80
2 24
6 20
40 50
2 50
.
.
.
.
.
.
.
.
.
.
.
.
16
7.00
22.00
9.80
21.10
147.75
141.75
18.85
21.55
1.06
5.80
40.00
2.75
17
7.00
21.55
9.80
62.70
105.79
138.00
18.85
21.55
0.92
5.80
39.00
3.00
18
7.00
19.30
9.80
62.10
79.75
32.00
19.30
29.00
0.92
5.80
33.50
7.80
19
20.20
46.45
9.80
50.30
111.46
31.50
20.20
29.00
0.92
1.98
15.70
8.60
20
49.20
66.90
9.80
24.25
147.75
42.05
17.95
24.70
2.11
0.64
10.60
7.80
21
48.10
66.90
32.50
25.15
141.00
90.92
16.15
19.30
7.40
2.11
7.00
5.00
22
45.35
66.90
32.00
18.85
127.04
100.13
16.15
17.05
9.40
1.06
4.25
5.00
23
41.50
66.30
30.50
9.40
31.00
79.10
16.15
11.40
9.40
1.06
2.11
5.00
24
41.50
65.70
13.45
9.40
39.00
80.40
16.15
8.20
9.40
0.99
2.11
5.00
25
11.00
65.10
9.80
21.10
33.50
142.50
15.25
7.80
8.60
0.99
2.11
5.40
26
9.00
63.90
9.80
57.30
55.50
155.25
13.00
7.40
6.20
2.24
2.11
5.40
27
19.75
59.70
32.00
42.05
101.54
171.60
10.60
7.40
5.40
4.75
3.00
5.40
28
19.75
48.65
49.75
17.50
111.46
168.40
7.00
10.20
5.40
4.75
4.50
2.50
29
19.75
48.65
50.30
15.70
115.00
174.80
7.00
20.20
5.40
4.75
4.50
1.06
30
19.75
41.00
51.40
15.70
125.63
150.75
22.90
20.20
5.40
18.85
1.13
31
35.00
32.50
156.00
36.50
5.00
37.00
1.13
----------
--------------
Total
700 75
1804 98
825 25
766 90
4067 24
3219 15
857 97
487 25
333 72
150 19
421 80
215 53 13850 73 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
23.36
58.23
27.51
24.74
131.20
107.31
27.68
16.24
10.77
4.84
14.54
6.95
37.84 CMS
Max
49.20
171.60
51.40
62.70
245.90
174.80
147.00
30.50
19.75
37.00
40.50
14.35
245.90 CMS
Min
7.00
13.00
9.80
2.11
31.00
31.50
0.92
2.75
0.92
0.50
0.71
1.06
0.50 CMS
Runoff
60.55
155.95
71.30
66.26
351.41
278.14
74.13
42.10
28.83
12.98
36.44
18.62
1196.70 MCM
252.70 CMS. at 262.92 m. (MSL.) at 09.00 Hours , on Aug 2 , 2011
Runoff Yield
13.53
90.315
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak