Basic HTML Version
713
70
80
90
100
Flow ? CMS
Flow of Khlong Duson (X.239)
at Ban Cha Lung Nua
Water Year 2011
30
40
50
60
0
10
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
18.35
7.72
4.64
3.84
3.20
16.60
15.90
7.06
9.04
19.40
9.21
5.92
2
15.03
10.04
7.39
3.36
2.56
11.57
14.15
6.73
8.21
38.85
8.71
5.60
3
10.72
5.92
7.06
3.68
2.24
9.70
12.08
5.92
7.55
18.17
8.71
5.60
4
8.21
8.21
10.04
5.44
4.64
8.71
12.76
5.60
7.23
11.74
8.21
5.76
5
7.72
9.21
9.37
4.80
3.36
12.08
13.45
5.76
22.98
10.04
7.89
7.23
6
7.06
6.24
14.33
3.68
2.56
8.55
16.25
8.38
11.06
8.87
7.72
13.10
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
10.55
5.76
7.72
3.20
2.40
8.21
14.33
8.55
8.87
8.21
7.23
9.21
8
9.53
4.48
6.57
3.04
2.24
9.37
11.40
9.70
8.05
7.72
7.06
6.89
9
6.24
4.16
5.28
2.88
1.92
7.89
10.89
9.70
8.55
7.89
6.73
8.38
10
5.44
3.84
5.44
2.56
1.76
7.23
9.53
7.06
7.39
10.55
6.73
6.89
11
4.96
4.32
8.87
2.40
2.24
40.40
10.89
6.57
8.55
11.57
6.73
6.40
12
4.80
4.64
7.06
2.24
3.20
91.90
9.53
6.08
8.55
11.57
6.73
5.76
13
4.48
6.89
8.21
2.24
2.40
56.78
8.55
5.44
7.89
49.14
6.57
5.60
14
4.00
5.12
7.23
2.24
3.04
36.49
8.05
5.28
8.87
30.81
6.24
5.28
15
3 84
4 32
5 92
2 24
11 06
24 96
7 39
5 12
6 73
17 83
6 24
5 12
.
.
.
.
.
.
.
.
.
.
.
.
16
3.68
6.40
5.28
2.56
4.00
19.57
6.73
5.60
8.55
14.15
6.24
5.12
17
3.36
6.40
4.80
2.08
12.08
16.43
8.21
5.28
12.08
13.80
6.40
4.80
18
3.36
6.40
5.92
1.92
7.39
13.80
7.23
4.96
9.70
12.93
6.89
4.80
19
6.24
6.89
6.24
1.60
4.64
13.45
7.72
4.96
9.37
15.20
7.23
4.48
20
4.64
4.80
4.96
1.60
9.87
12.25
10.38
6.24
7.89
27.30
6.73
4.00
21
4.00
4.96
4.48
1.60
13.62
11.74
9.37
7.39
7.23
16.95
6.40
4.16
22
4.16
4.64
4.00
1.76
8.71
10.55
8.38
11.57
9.04
17.30
6.24
3.36
23
4.16
4.64
4.48
1.60
9.04
9.70
7.23
12.93
7.89
16.43
6.08
3.04
24
3.68
4.16
5.60
1.60
7.23
8.38
6.40
41.52
7.06
12.93
5.92
2.88
25
3.04
4.48
4.64
2.72
11.91
7.72
7.06
31.20
6.73
11.57
5.76
2.88
26
2.88
4.64
4.32
2.40
24.42
9.21
6.89
20.46
6.40
10.89
5.60
2.88
27
3.68
4.64
3.84
1.92
30.81
15.03
6.40
19.22
6.08
10.21
5.60
3.36
28
3.20
4.48
3.52
2.72
30.81
32.80
6.08
14.50
5.92
9.70
5.92
3.20
29
3.20
4.32
4.16
4.80
35.20
41.75
5.76
11.57
5.44
9.37
6.89
3.84
30
3.20
4.80
5.44
5.12
44.00
21.00
5.76
10.21
5.92
9.21
4.00
31
4.64
4.32
24.42
6.73
6.08
9.21
3.84
----------
--------------
Total
177 41
172 16
186 81
88 16
326 97
593 82
291 48
310 56
260 90
479 51
198 61
163 38
3249 77 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.91
5.55
6.23
2.84
10.55
19.79
9.40
10.35
8.42
15.47
6.85
5.27
8.88 CMS
Max
18.35
10.04
14.33
5.44
44.00
91.90
16.25
41.52
22.98
49.14
9.21
13.10
91.90 CMS
Min
2.88
3.84
3.52
1.60
1.76
7.23
5.76
4.96
5.44
7.72
5.60
2.88
1.60 CMS
Runoff
15.33
14.88
16.14
7.62
28.25
51.31
25.18
26.83
22.54
41.43
17.16
14.12
280.78 MCM
125.50 CMS. at 16.93 m. (MSL.) at 24.00 Hours , on Sep 11 , 2011
Runoff Yield
33.18
468.984
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak