Basic HTML Version
259
600
700
800
Flow ‐ CMS
Flow of Wang River (W.3A)
at Ban Don Chai
Water Year 2012
200
300
400
500
0
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
26.50
12.85
61.80
30.40
35.20
56.55
67.10
47.50
35.20
7.59
10.65
5.71
2
25.75
13.95
55.50
25.75
31.20
46.50
70.40
45.50
24.25
8.53
12.30
5.24
3
24.25
14.50
68.20
22.75
29.60
39.80
91.24
42.65
19.30
8.53
12.30
5.24
4
22.75
14.50
78.20
20.50
29.60
92.36
93.48
38.85
18.10
8.53
17.50
4.77
5
20.50
25.75
73.70
19.90
27.25
213.00
123.72
64.95
19.30
9.00
20.50
4.30
6
19.90
28.80
89.00
39.80
26.50
309.45
278.00
67.10
17.50
10.10
21.25
5.71
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
23.50
95.72
102.44
41.70
25.75
281.70
245.70
50.50
16.30
9.00
20.50
7.12
8
22.00
184.50
96.84
46.50
25.75
145.00
201.00
38.85
13.40
7.59
18.10
6.65
9
19.30
136.04
122.60
46.50
25.75
222.30
122.60
31.20
12.85
8.53
18.70
10.10
10
17.50
104.68
186.00
50.50
25.75
410.60
94.60
28.00
11.20
7.59
12.85
10.65
11
16.90
86.60
143.88
51.50
25.75
450.50
78.20
26.50
10.65
10.10
10.65
11.75
12
18.70
59.70
111.40
42.65
25.75
450.50
59.70
23.50
10.65
10.65
8.06
12.30
13
36.95
46.50
83.00
35.20
25.75
298.35
55.50
21.25
9.55
11.20
7.12
11.75
14
29.60
39.80
69.30
30.40
26.50
328.30
51.50
20.50
9.55
12.85
7.12
11.75
15
29 60
35 20
57 60
27 25
28 00
328 30
48 50
21 25
8 53
14 50
6 18
11 20
.
.
.
.
.
.
.
.
.
.
.
.
16
29.60
31.20
50.50
26.50
25.75
705.40
43.60
20.50
8.53
15.10
5.24
9.55
17
24.25
30.40
44.55
26.50
24.25
747.25
39.80
19.30
8.06
16.90
5.24
8.06
18
22.75
45.50
40.75
25.75
23.50
375.00
36.00
18.10
8.06
18.70
5.24
7.59
19
22.75
50.50
38.85
23.50
22.00
204.00
36.95
17.50
8.06
19.30
6.65
7.12
20
22.00
46.50
34.40
23.50
20.50
146.90
36.00
17.50
8.06
19.90
7.12
5.71
21
21.25
45.50
31.20
24.25
20.50
111.40
35.20
16.30
7.59
19.30
8.53
5.24
22
19.90
39.80
29.60
27.25
47.50
89.00
32.80
13.95
7.59
19.30
9.00
4.77
23
19.30
36.00
27.25
27.25
91.24
75.90
29.60
12.85
7.59
19.30
10.65
4.30
24
19.30
35.20
24.25
26.50
66.00
67.10
28.00
13.40
7.12
15.70
11.20
3.87
25
17.50
36.00
23.50
33.60
52.50
63.90
28.00
24.25
6.65
13.95
10.10
3.44
26
14.50
55.50
23.50
53.50
44.55
66.00
27.25
24.25
6.18
12.30
8.53
3.87
27
12.85
66.00
22.00
52.50
48.50
57.60
26.50
24.25
6.65
11.75
8.06
5.71
28
12.85
53.50
23.50
44.55
83.00
56.55
25.75
22.75
6.65
10.65
6.65
5.24
29
13.40
52.50
32.00
44.55
78.20
66.00
24.25
21.25
7.12
9.55
6.65
30
12.85
75.90
31.20
46.50
69.30
69.30
22.75
31.20
7.59
10.10
7.59
31
75.90
42.65
67.10
22.00
8.06
11.20
9.00
----------
--------------
Total
638 75
1674 99
1876 51
1080 15
1198 49
6574 51
2175 69
865 45
355 89
387 29
305 99
221 95 17355 66 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
21.29
54.03
62.55
34.84
38.66
219.15
70.18
28.85
11.48
12.49
10.93
7.16
47.55 CMS
Max
36.95
184.50
186.00
53.50
91.24
747.25
278.00
67.10
35.20
19.90
21.25
12.30
747.25 CMS
Min
12.85
12.85
22.00
19.90
20.50
39.80
22.00
12.85
6.18
7.59
5.24
3.44
3.44 CMS
Runoff
55.19
144.72
162.13
93.33
103.55
568.04
187.98
74.78
30.75
33.46
26.44
19.18
1499.53 MCM
830.20 CMS. at 165.56 m. (MSL.) at 05.00 Hours , on Sep 17 , 2012
Runoff Yield
5.33
93.03
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak