Basic HTML Version
287
250
300
350
Flow ? CMS
Flow of Wang River (W.21)
at Ban Tha Dua
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
27.15
5.50
40.50
56.70
320.75
163.49
165.01
43.20
23.30
2.80
29.20
2.90
2
26.45
17.25
40.05
55.73
312.20
172.64
221.00
31.75
21.90
3.25
29.62
8.90
3
19.85
27.50
39.60
73.95
296.00
156.62
225.25
18.55
20.85
2.20
31.32
11.90
4
19.53
62.06
40.95
75.00
255.60
149.76
125.73
11.30
21.20
1.80
30.90
12.50
5
19.85
44.10
40.05
45.00
193.90
89.35
151.29
9.20
18.23
2.80
26.10
13.40
6
20.18
43.65
40.05
19.85
217.60
53.77
67.12
13.10
19.85
3.25
3.75
14.97
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
21.20
42.30
34.73
14.00
183.50
111.90
36.90
13.40
22.95
2.70
1.70
16.60
8
23.65
40.05
32.60
9.20
150.53
136.67
32.60
34.73
21.20
2.40
1.80
16.28
9
24.35
29.62
31.32
6.25
123.70
160.44
45.49
24.35
20.50
2.80
2.40
15.63
10
24.35
118.40
31.75
13.40
126.40
165.01
27.15
10.40
20.50
3.50
1.80
15.95
11
25.05
177.21
35.15
45.49
198.90
117.75
51.83
10.10
20.18
2.60
3.00
6.50
12
24.35
188.30
34.73
21.55
194.70
109.30
42.30
19.53
20.18
2.50
6.75
7.00
13
20.85
177.21
33.45
11.90
191.50
120.35
23.65
20.18
16.28
2.90
2.70
14.97
14
5.25
167.30
17.58
11.30
168.06
133.82
32.18
26.10
9.20
2.90
20.50
8.30
15
3 25
102 25
8 60
24 35
171 11
176 45
35 15
26 80
2 90
3 00
38 25
6 25
.
.
.
.
.
.
.
.
.
.
.
.
16
2.80
46.46
6.75
31.32
163.49
174.93
40.05
25.75
1.50
2.70
42.30
3.50
17
2.70
34.73
7.00
57.67
168.06
161.20
39.15
21.20
1.20
2.80
42.30
2.60
18
2.80
36.45
6.75
66.60
169.59
98.22
39.60
30.05
1.00
2.60
40.95
3.50
19
9.80
27.92
3.00
58.16
121.68
68.18
31.75
31.32
0.80
2.60
17.25
4.50
20
35.57
55.24
2.30
26.45
171.11
61.09
26.80
30.47
0.70
2.60
14.33
2.80
21
41.40
76.05
2.20
25.75
205.70
98.80
24.70
22.95
0.80
2.70
10.40
2.40
22
41.85
74.47
1.90
24.70
175.69
146.83
26.10
20.50
0.95
2.30
5.25
1.00
23
36.90
72.37
2.20
11.90
123.70
113.85
26.45
12.80
0.90
1.90
2.80
0.85
24
36.00
71.32
2.00
15.63
101.67
128.42
25.05
11.30
0.80
1.70
1.60
1.00
25
36.45
70.80
3.75
24.35
106.85
161.96
24.35
6.75
0.90
1.20
0.90
1.40
26
10.40
71.85
30.47
74.47
88.25
174.16
17.90
6.25
1.00
1.20
0.90
2.90
27
9.50
64.50
49.39
60.60
138.85
174.93
12.50
6.50
1.30
0.85
0.90
4.25
28
13.10
55.24
88.25
26.45
134.50
180.30
5.50
6.75
1.60
0.75
1.30
4.00
29
13.70
55.24
67.65
22.95
127.08
215.90
4.50
14.65
1.70
0.65
2.40
3.50
30
14.00
53.77
59.14
20.50
158.15
172.64
13.10
21.90
1.70
1.40
2.90
31
44.10
51.34
174.93
43.20
2.30
30.90
3.25
----------
--------------
Total
612 28
2153 21
833 86
1082 51
5433 75
4148 73
1683 35
581 83
298 37
100 25
413 37
216 40 17557 91 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
20.41
69.46
27.80
34.92
175.28
138.29
54.30
19.39
9.62
3.23
14.25
6.98
47.97 CMS
Max
41.85
188.30
88.25
75.00
320.75
215.90
225.25
43.20
23.30
30.90
42.30
16.60
320.75 CMS
Min
2.70
5.50
1.90
6.25
88.25
53.77
4.50
6.25
0.70
0.65
0.90
0.85
0.65 CMS
Runoff
52.90
186.04
72.05
93.53
469.48
358.45
145.44
50.27
25.78
8.66
35.72
18.70
1517.00 MCM
450.40 CMS. at 237.64 m. (MSL.) at 15.00 Hours , on Aug 1 , 2011
Runoff Yield
14.25
133.769
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak