Basic HTML Version
265
350
400
450
500
Flow ‐ CMS
Flow of Wang River (W.6A)
at Ban Sop Prap
Water Year 2012
150
200
250
300
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
15.05
2.99
147.00
48.40
44.35
147.00
169.00
68.65
36.40
8.65
11.95
4.55
2
13.75
4.10
147.00
52.45
44.35
171.00
171.00
68.65
35.30
8.65
16.75
4.90
3
11.15
6.90
143.10
57.85
44.35
248.50
171.00
68.65
34.20
9.20
21.00
5.60
4
9.30
5.90
139.30
63.25
44.35
334.70
173.00
70.00
33.10
9.75
27.60
5.95
5
8.50
5.30
135.50
67.30
44.35
367.05
173.00
70.00
32.00
7.55
32.00
7.00
6
13.75
6.50
131.70
70.00
43.00
409.45
165.00
71.85
29.80
5.60
35.30
7.55
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
15.05
49.60
126.00
68.65
43.00
433.95
159.00
70.00
27.60
3.85
33.10
7.00
8
6.50
325.50
122.20
65.95
41.90
414.35
151.00
65.95
24.30
2.58
30.90
5.95
9
5.60
287.60
118.40
64.60
39.70
414.35
141.20
59.20
21.00
1.89
28.70
15.90
10
4.70
233.45
114.60
63.25
39.70
460.90
129.80
52.45
17.60
2.58
26.50
18.45
11
4.40
203.90
108.90
61.90
39.70
436.40
122.20
47.05
15.05
3.50
24.30
19.30
12
34.40
155.00
105.15
60.55
38.60
436.40
114.60
41.90
12.50
4.90
22.10
18.45
13
23.30
118.40
101.45
56.50
38.60
453.55
108.90
37.50
12.50
6.30
20.15
18.45
14
24.20
83.20
94.05
53.80
38.60
426.60
99.60
35.30
12.50
8.65
19.30
15.90
15
33 00
84 80
49 75
38 60
397 60
86 65
34 20
12 50
10 85
17 60
11 40
13.75
.
.
.
.
.
.
.
.
.
.
.
16
13.10
25.10
75.55
47.05
40.80
369.40
73.70
32.00
12.50
12.50
15.90
9.20
17
11.80
26.00
68.65
43.00
52.45
343.90
68.65
30.90
11.95
13.35
13.35
7.00
18
10.50
28.80
63.25
40.80
64.60
320.90
65.95
30.90
11.95
14.20
11.40
5.95
19
9.30
31.60
57.85
44.35
79.25
296.40
63.25
29.80
11.40
15.05
10.30
4.55
20
8.10
30.20
52.45
49.75
94.05
270.00
60.55
28.70
10.30
15.90
9.75
3.27
21
6.90
28.80
49.75
53.80
131.70
242.05
56.50
27.60
9.20
17.60
8.65
2.58
22
6.50
27.40
45.70
59.20
141.20
212.30
56.50
28.70
8.10
18.45
7.55
2.35
23
6.50
26.00
41.90
63.25
139.30
181.00
55.15
30.90
7.00
19.30
7.00
1.89
24
4.70
24.20
39.70
67.30
137.40
153.00
55.15
32.00
6.65
16.75
6.65
1.43
25
3.80
24.20
38.60
73.70
135.50
127.90
55.15
33.10
5.95
15.05
5.95
2.81
26
3.50
24.20
37.50
70.00
133.60
105.15
56.50
35.30
5.95
12.50
5.60
6.65
27
3.33
25.10
37.50
64.60
133.60
107.00
57.85
37.50
6.30
11.40
4.90
6.65
28
3.16
25.10
39.70
60.55
133.60
116.50
60.55
39.70
6.30
9.75
4.90
8.10
29
3.16
24.20
41.90
55.15
133.60
124.10
61.90
38.60
6.65
8.65
9.75
30
2.99
23.30
44.35
51.10
133.60
133.60
64.60
37.50
7.00
8.10
11.40
31
22.40
49.75
133.60
68.65
7.55
9.75
12.50
----------
--------------
Total
300 74
1937 94
2553 50
1797 55
2441 00
8655 00
3115 55
1354 55
491 10
312 80
479 15
262 43 23701 31 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.02
62.51
85.12
57.99
78.74
288.50
100.50
45.15
15.84
10.09
17.11
8.47
64.94 CMS
Max
34.40
325.50
147.00
73.70
141.20
460.90
173.00
71.85
36.40
19.30
35.30
19.30
460.90 CMS
Min
2.99
2.99
37.50
40.80
38.60
105.15
55.15
27.60
5.95
1.89
4.90
1.43
1.43 CMS
Runoff
25.98
167.44
220.62
155.31
210.90
747.79
269.18
117.03
42.43
27.03
41.40
22.67
2047.79 MCM
465.80 CMS. at 187.24 m. (MSL.) at 12.00 Hours , on Sep 10 , 2012
Runoff Yield
7.97
57.153
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak