Basic HTML Version
699
140
160
180
200
Flow ? CMS
Flow of Khlong Kapong (X.196)
at Ban Tha Na
Water Year 2011
60
80
100
120
0
20
40
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
37.48
12.42
33.30
16.17
25.50
34.50
77.00
13.20
7.55
5.07
5.30
3.95
2
30.90
11.64
71.80
15.84
23.82
32.50
64.00
13.20
10.08
6.65
5.07
3.95
3
21.14
11.12
42.15
15.51
20.80
28.10
85.70
13.20
8.00
5.75
4.85
5.52
4
14.85
10.60
32.10
15.18
18.81
25.50
73.10
13.20
10.34
4.85
4.62
5.52
5
16.50
11.12
31.30
14.52
16.50
23.15
71.15
13.20
10.08
4.40
4.85
12.16
6
16.83
13.86
28.50
13.86
13.86
21.47
49.50
13.20
9.82
4.85
4.85
10.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
17.16
39.17
24.15
12.94
13.86
19.47
38.33
13.20
9.56
4.85
4.85
12.16
8
15.84
37.90
22.15
11.90
14.19
18.15
37.05
13.20
9.04
4.85
4.85
18.15
9
15.18
36.62
20.47
11.38
14.19
17.16
32.90
13.20
8.52
4.85
4.85
16.17
10
14.52
57.40
27.30
10.60
14.19
46.00
28.50
12.68
8.00
4.85
4.62
18.48
11
13.86
55.20
33.30
13.20
13.86
108.00
34.50
10.08
8.00
4.85
4.62
15.18
12
13.20
45.00
32.10
25.83
13.86
76.35
68.55
17.49
7.77
4.85
4.40
9.82
13
13.53
28.10
26.16
19.80
13.53
42.15
39.60
11.38
7.55
4.85
4.40
9.82
14
14.85
23.82
24.49
26.16
13.20
32.90
32.50
11.90
7.10
4.85
4.40
8.52
15
13 53
20 13
24 49
34 93
12 94
27 70
29 30
11 12
7 10
4 85
4 40
16 17
.
.
.
.
.
.
.
.
.
.
.
.
16
13.20
21.81
28.10
47.00
12.68
25.83
25.50
9.82
7.10
5.75
4.40
8.78
17
13.20
25.50
27.30
30.50
12.42
24.49
23.15
9.56
7.10
5.75
4.40
9.30
18
15.18
25.83
26.50
24.49
12.16
25.50
22.15
9.30
7.10
6.87
6.87
22.48
19
11.90
23.15
25.83
21.81
12.16
56.85
19.80
9.30
7.10
6.87
8.00
12.16
20
11.64
21.14
25.16
19.47
11.90
39.60
19.14
9.04
7.10
9.04
7.10
11.12
21
10.60
19.14
25.16
18.15
11.64
28.10
18.15
8.26
7.10
9.56
5.52
8.00
22
10.60
18.48
25.16
18.15
15.84
25.16
16.50
8.00
7.10
9.56
5.07
8.00
23
10.60
17.82
31.70
20.47
26.50
23.48
16.50
8.52
7.10
7.77
3.95
8.00
24
10.60
16.83
24.83
23.15
17.82
23.15
16.17
8.00
7.10
8.00
3.95
7.55
25
10.60
15.51
21.14
22.15
174.75
61.80
15.84
8.00
6.87
7.55
3.95
7.33
26
10.34
15.18
19.80
21.47
47.00
96.45
15.18
8.00
6.65
7.10
3.95
7.10
27
10.86
15.18
18.48
20.13
125.10
58.50
14.52
7.77
6.20
7.10
3.95
8.00
28
11.64
15.18
16.50
20.47
171.00
50.50
13.86
7.77
5.75
6.42
3.95
9.04
29
11.64
15.18
18.15
28.50
106.35
53.55
13.20
7.77
5.30
5.52
3.95
8.78
30
13.86
17.49
16.50
29.30
57.40
47.50
13.20
7.77
5.30
5.52
8.52
31
46.00
26.50
40.88
13.86
5.30
7.55
8.00
----------
--------------
Total
445 83
743 52
824 07
649 53
1098 71
1193 56
1038 40
320 33
233 78
191 15
139 94
318 33
7197 15 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
14.86
23.98
27.47
20.95
35.44
39.79
33.50
10.68
7.54
6.17
4.83
10.27
19.66 CMS
Max
37.48
57.40
71.80
47.00
174.75
108.00
85.70
17.49
10.34
9.56
8.00
22.48
174.75 CMS
Min
10.34
10.60
16.50
10.60
11.64
17.16
13.20
7.77
5.30
4.40
3.95
3.95
3.95 CMS
Runoff
38.52
64.24
71.20
56.12
94.93
103.12
89.72
27.68
20.20
16.52
12.09
27.50
621.83 MCM
240.00 CMS. at 18.90 m. (MSL.) at 18.00 Hours , on Aug 27 , 2011
Runoff Yield
141.47
1726.619
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak