Basic HTML Version
211
250
300
350
Flow ‐ CMS
Flow of Khlong Suan Mak (P.26A)
at Ban Mai
Water Year 2012
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
4.70
4.70
18.42
8.70
13.03
21.68
78.50
13.03
6.20
2.20
1.00
0.12
2
4.70
4.70
24.00
8.70
12.52
21.35
90.58
12.52
5.90
2.12
0.63
0.12
3
4.70
4.70
22.00
9.90
12.30
21.03
80.60
12.08
5.60
2.05
0.59
0.12
4
4.70
4.70
19.40
9.30
12.08
20.70
97.10
11.62
5.30
1.98
0.55
0.12
5
4.70
4.70
21.03
8.90
11.85
20.38
99.27
10.95
5.00
1.90
0.51
0.12
6
4.70
8.70
18.75
8.70
11.62
34.95
72.65
10.72
4.70
1.82
0.47
0.12
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
4.70
16.15
16.80
9.50
11.40
175.70
52.90
10.10
4.40
1.82
0.44
0.12
8
4.70
13.03
20.05
9.10
11.17
331.10
44.50
9.90
4.10
1.75
0.40
0.10
9
4.70
8.70
17.45
11.17
10.95
192.50
80.60
9.30
3.80
1.75
0.40
0.10
10
5.15
8.30
11.40
10.30
10.95
112.25
275.40
8.90
3.65
1.68
0.40
0.10
11
4.70
7.90
13.57
9.90
12.52
103.20
194.80
8.50
3.50
1.68
0.36
0.10
12
4.70
7.70
12.52
9.30
13.85
95.65
136.30
8.30
3.50
1.60
0.32
0.10
13
4.70
7.50
15.83
8.70
13.03
86.23
92.02
7.90
3.50
1.60
0.32
0.10
14
4.70
7.50
13.85
8.50
11.62
68.40
60.60
7.30
3.40
1.52
0.29
0.10
15
4 70
7 30
13 03
9 90
10 72
95 65
40 17
6 90
3 40
1 52
0 29
0 07
.
.
.
.
.
.
.
.
.
.
.
.
16
4.70
7.30
12.52
8.70
9.70
77.20
35.90
6.50
3.30
1.45
0.25
0.07
17
4.70
7.10
12.08
7.90
9.50
69.00
32.40
6.20
3.30
1.45
0.22
0.07
18
4.70
6.90
14.12
7.90
9.30
65.40
29.20
5.90
3.20
1.38
0.22
0.07
19
4.70
8.90
12.52
10.30
9.10
63.60
26.40
5.60
3.10
1.30
0.22
0.07
20
4.70
13.03
16.15
9.90
9.10
61.20
24.40
5.45
3.00
1.22
0.20
0.07
21
4.70
16.80
14.12
9.70
8.90
58.80
23.60
5.30
2.90
1.15
0.20
0.07
22
4.70
16.80
12.75
9.50
8.90
56.40
22.00
5.15
2.80
1.08
0.18
0.07
23
4.70
14.12
12.08
9.30
8.70
53.45
20.38
5.15
2.70
1.00
0.18
0.07
24
4.70
11.40
13.57
9.30
8.70
49.60
19.08
5.45
2.60
0.96
0.15
0.07
25
4.70
9.50
12.52
10.10
11.40
46.50
17.78
6.50
2.50
0.93
0.15
0.05
26
4.70
8.70
10.50
15.22
29.60
44.00
17.13
6.50
2.42
0.89
0.12
0.05
27
4.70
12.52
9.30
12.08
26.80
37.33
15.83
6.20
2.35
0.85
0.12
0.05
28
4.70
12.08
9.10
12.75
22.80
31.20
14.68
6.05
2.35
0.81
0.12
0.05
29
4.70
15.22
8.90
12.30
19.72
28.00
14.12
6.50
2.35
0.78
0.05
30
4.70
19.08
8.70
13.30
23.60
108.00
13.85
6.35
2.27
0.74
0.05
31
21.03
13.03
22.00
13.57
2.27
0.70
0.55
----------
--------------
Total
141 45
316 76
437 03
311 85
417 43
2250 45
1836 31
236 82
109 36
43 68
9 30
3 09
6113 53 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.71
10.22
14.57
10.06
13.47
75.01
59.24
7.89
3.53
1.41
0.33
0.10
16.75 CMS
Max
5.15
21.03
24.00
15.22
29.60
331.10
275.40
13.03
6.20
2.20
1.00
0.55
331.10 CMS
Min
4.70
4.70
8.70
7.90
8.70
20.38
13.57
5.15
2.27
0.70
0.12
0.05
0.05 CMS
Runoff
12.22
27.37
37.76
26.94
36.07
194.44
158.66
20.46
9.45
3.77
0.80
0.27
528.21 MCM
342.65 CMS. at 88.27 m. (MSL.) at 18.00 Hours , on Sep 8 , 2012
Runoff Yield
17.20
351.797
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak