Basic HTML Version
697
60
70
80
Flow ‐ CMS
Flow of Khlong Duson (X.279)
at Ban Panjor
Water Year 2012
20
30
40
50
0
10
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
3.20
4.50
3.80
1.65
3.30
9.94
15.15
6.48
26.32
7.70
3.10
4.30
2
2.91
3.80
3.00
1.56
3.60
15.00
12.90
5.27
58.07
7.03
3.00
4.00
3
3.00
3.60
2.73
2.01
3.60
8.54
14.70
5.14
17.85
7.84
3.00
3.80
4
5.54
3.30
2.55
4.10
3.20
6.48
10.50
5.00
11.55
9.80
3.20
4.10
5
5.00
3.70
2.46
9.10
3.00
5.81
10.22
5.14
8.96
7.30
3.10
3.50
6
8.26
4.90
3.20
17.85
2.73
8.40
9.80
5.27
7.70
6.48
3.20
2.91
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
4.30
3.70
5.14
8.12
2.64
12.90
9.24
4.70
6.89
5.95
3.10
2.55
8
3.50
3.40
21.60
25.10
2.55
13.80
11.10
4.50
6.22
5.67
2.91
2.73
9
3.00
3.60
14.55
17.10
2.46
34.19
9.38
4.50
6.48
5.40
2.73
2.91
10
3.00
3.10
8.26
10.22
2.46
19.05
8.12
4.50
11.55
5.14
3.10
2.82
11
4.80
2.91
5.67
33.61
2.37
14.70
12.00
4.30
15.00
5.00
3.00
2.73
12
5.40
3.10
4.80
23.87
2.28
16.80
18.60
6.08
10.80
4.80
3.00
2.73
13
5.00
3.30
4.10
12.15
2.28
16.65
14.40
5.40
7.98
4.70
3.20
2.64
14
3.80
3.00
3.60
9.24
2.19
26.15
17.40
4.60
8.96
4.60
3.20
2.37
15
3 40
2 91
3 30
7 70
2 19
30 57
15 30
4 30
22 65
4 40
3 20
1 74
.
.
.
.
.
.
.
.
.
.
.
.
16
3.30
4.20
3.10
6.08
2.19
25.45
16.05
4.10
24.05
4.30
2.91
1.74
17
3.20
6.08
2.91
5.54
2.91
18.75
17.55
4.10
13.65
4.20
2.91
1.74
18
3.00
4.70
2.73
7.16
3.50
12.45
13.35
4.20
10.08
4.10
2.82
1.56
19
3.50
3.70
2.55
6.89
2.82
9.80
12.15
7.57
10.80
4.10
2.46
1.56
20
4.90
3.10
2.55
7.57
2.91
9.10
10.50
9.10
9.24
3.90
1.83
1.47
21
12.45
2.64
2.82
7.98
6.62
12.30
9.52
7.57
22.12
3.80
1.92
1.38
22
8.82
2.28
2.55
5.67
9.80
13.05
10.08
6.75
29.82
3.80
2.37
1.38
23
4.80
2.28
2.55
4.80
4.70
11.55
8.40
7.16
20.72
3.80
2.64
1.38
24
4.30
2.46
3.20
4.80
5.54
12.45
8.54
12.75
13.50
3.70
3.00
1.47
25
4.20
4.10
2.46
11.70
17.55
21.07
9.10
18.00
10.50
3.60
8.12
1.47
26
9.80
6.48
2.37
6.48
13.50
49.79
8.12
17.70
10.95
3.50
12.15
1.38
27
9.52
4.70
2.10
5.00
10.36
69.00
7.57
29.47
9.24
3.50
10.95
1.38
28
5.54
5.00
1.83
4.40
36.34
45.39
6.48
21.07
7.98
3.40
5.00
1.29
29
4.70
4.60
1.74
4.10
43.75
32.66
5.95
17.40
7.30
3.30
1.29
30
5.81
3.60
1.74
4.00
18.75
20.72
5.54
27.37
8.40
3.20
1.20
31
3.20
3.60
10.36
5.40
9.38
3.20
1.20
----------
--------------
Total
151 95
115 94
125 96
279 15
232 45
602 51
343 11
269 49
444 71
151 21
105 12
68 72
2890 32 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.07
3.74
4.20
9.00
7.50
20.08
11.07
8.98
14.35
4.88
3.75
2.22
7.92 CMS
Max
12.45
6.48
21.60
33.61
43.75
69.00
18.60
29.47
58.07
9.80
12.15
4.30
69.00 CMS
Min
2.91
2.28
1.74
1.56
2.19
5.81
5.40
4.10
6.22
3.20
1.83
1.20
1.20 CMS
Runoff
13.13
10.02
10.88
24.12
20.08
52.06
29.65
23.28
38.42
13.07
9.08
5.94
249.72 MCM
76.07 CMS. at 23.39 m. (MSL.) at 08.00 Hours , on Sep 27 , 2012
Runoff Yield
30.22
290.344
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak