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120
140
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Flow ‐ CMS
Flow of Khlong Bang Ban (C.37)
at Ban Bang Ban
Water Year 2012
40
60
80
100
0
20
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
8.40
2.90
13.80
10.60
18.80
35.70
111.50
19.80
16.00
16.00
11.60
12.80
2
7.70
3.80
14.00
12.00
20.60
45.90
110.50
19.00
15.60
13.60
10.60
10.80
3
6.05
3.80
15.80
11.20
21.80
53.80
111.00
19.20
14.80
13.00
11.00
10.40
4
6.05
3.80
14.60
10.40
23.00
60.80
111.00
19.40
14.20
11.20
13.40
11.00
5
8.80
5.45
21.40
11.20
22.40
59.75
110.50
19.40
14.20
11.20
13.20
11.20
6
9.40
4.55
24.60
14.40
20.00
58.70
110.50
25.20
12.40
7.85
14.20
14.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
10.60
5.00
23.80
15.80
17.00
69.00
109.00
37.80
13.20
9.60
13.20
14.60
8
10.40
5.60
27.30
17.00
13.80
84.15
109.00
34.80
12.60
11.00
12.40
13.80
9
12.80
6.95
32.40
18.60
11.40
97.65
110.00
21.60
14.60
11.00
12.40
13.00
10
14.60
7.40
38.70
19.80
11.60
121.50
112.50
16.40
15.80
13.20
12.80
11.20
11
14.20
7.85
39.00
20.00
11.40
136.00
118.50
15.80
17.00
14.20
14.40
9.40
12
13.40
8.60
38.10
18.80
10.80
141.20
124.50
17.40
17.60
16.60
14.20
9.80
13
14.80
12.60
34.80
19.40
8.80
144.50
127.50
17.80
17.60
14.80
15.40
9.20
14
15.60
14.40
33.60
20.20
8.40
148.35
125.50
17.20
18.00
13.60
15.60
7.40
15
15 60
16 00
31 80
19 00
9 40
150 00
119 50
16 60
17 00
14 60
13 60
8 80
.
.
.
.
.
.
.
.
.
.
.
.
16
14.80
13.60
31.50
18.20
10.60
147.25
107.50
16.60
16.60
13.80
13.40
9.80
17
11.40
14.00
31.20
17.20
10.00
142.85
94.50
16.00
15.80
11.80
15.60
10.20
18
8.80
13.20
29.10
15.20
10.80
135.50
83.25
16.00
15.40
9.20
15.60
10.40
19
9.20
12.80
25.50
13.80
14.60
134.00
78.60
16.40
14.60
12.40
13.00
10.00
20
8.80
14.60
20.40
14.80
14.20
134.00
69.40
17.00
14.20
11.80
13.00
10.80
21
7.70
15.00
15.20
15.20
15.60
138.50
61.50
15.00
12.80
8.80
13.00
9.60
22
8.40
15.80
10.80
13.40
16.80
141.20
54.15
13.00
11.60
11.80
11.80
8.60
23
11.00
15.80
9.00
11.80
16.80
140.10
45.00
12.40
15.40
12.00
8.80
6.95
24
11.20
15.00
8.80
11.40
18.20
138.50
37.50
13.20
17.80
11.60
9.60
5.90
25
9.80
14.00
8.60
10.60
18.40
132.00
33.30
14.40
17.80
10.80
11.00
6.05
26
7.40
14.20
8.60
11.00
15.40
123.50
27.00
15.00
14.40
11.60
12.80
6.65
27
6.65
16.60
7.55
12.80
15.60
116.50
21.80
15.20
13.80
12.00
13.20
7.25
28
6.20
15.80
7.25
13.60
17.60
114.00
20.00
16.00
14.60
12.00
12.00
7.25
29
5.15
15.20
8.80
12.80
20.80
113.00
21.00
17.20
13.60
12.20
7.55
30
3.95
14.60
10.20
12.60
23.80
111.00
21.40
16.40
13.20
11.20
8.60
31
13.00
15.60
29.40
21.00
14.60
11.60
10.00
----------
--------------
Total
298 85
341 90
636 20
458 40
497 80
3368 90
2517 90
547 20
466 80
376 05
360 80
303 00 10173 80 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
9.96
11.03
21.21
14.79
16.06
112.30
81.22
18.24
15.06
12.13
12.89
9.77
27.87 CMS
Max
15.60
16.60
39.00
20.20
29.40
150.00
127.50
37.80
18.00
16.60
15.60
14.60
150.00 CMS
Min
3.95
2.90
7.25
10.40
8.40
35.70
20.00
12.40
11.60
7.85
8.80
5.90
2.90 CMS
Runoff
25.82
29.54
54.97
39.61
43.01
291.07
217.55
47.28
40.33
32.49
31.17
26.18
879.02 MCM
151.10 CMS. at 4.12 m. (MSL.) at 03.00 Hours , on Sep 15 , 2012
Runoff Yield
*****
*****
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak