Basic HTML Version
381
200
250
Flow ? CMS
Flow of Khlong Chom Phu (N.43A)
at Ban Chom Phu
Water Year 2011
100
150
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
1.32
2.20
5.41
5.72
23.16
58.58
19.62
4.01
1.04
0.04
1.52
0.92
2
1.76
2.30
4.27
9.23
32.50
77.12
28.40
3.95
1.00
0.04
1.52
1.16
3
1.84
2.25
4.08
17.11
18.33
61.24
94.48
3.76
1.00
0.04
1.56
1.40
4
1.80
2.20
4.14
23.04
12.68
31.75
58.20
3.51
0.96
0.00
1.64
0.72
5
1.72
2.15
8.96
8.42
9.57
97.58
43.64
3.38
0.96
0.00
2.05
0.24
6
1.76
3.63
35.75
5.60
7.54
137.80
41.40
3.25
0.92
0.00
1.88
0.24
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.72
3.19
24.15
4.84
8.96
127.00
23.40
3.19
0.84
0.00
1.64
0.40
8
1.80
3.38
8.76
4.33
9.97
108.95
17.56
3.19
0.84
0.72
1.64
0.40
9
1.80
3.06
12.36
3.51
13.40
132.60
16.39
3.13
0.80
2.30
1.64
0.32
10
1.60
3.13
14.28
5.41
9.84
147.48
13.80
3.00
0.76
2.30
1.60
0.28
11
1.80
3.38
5.41
4.27
12.60
76.16
11.80
2.95
0.76
2.30
1.68
0.92
12
1.76
2.65
4.46
3.82
30.80
63.26
17.56
2.90
0.72
2.05
1.52
1.24
13
1.80
2.80
3.95
7.74
17.83
86.00
18.80
2.75
0.68
2.05
1.32
1.80
14
1.80
3.89
4.33
4.65
15.67
101.30
16.12
2.55
0.64
2.05
1.64
1.36
15
1 80
3 32
3 51
6 61
24 00
112 85
11 26
2 45
0 64
1 96
1 52
1 24
.
.
.
.
.
.
.
.
.
.
.
.
16
1.80
2.65
6.74
12.36
20.78
118.20
10.45
2.30
0.60
1.84
1.28
1.24
17
1.84
2.40
4.58
6.10
65.78
57.44
8.49
2.30
0.52
1.84
1.04
1.00
18
1.76
3.06
7.95
6.04
33.50
38.16
8.08
2.25
0.40
1.84
1.32
0.52
19
1.84
3.89
15.76
5.91
28.60
32.50
7.81
2.15
0.32
1.84
1.28
0.00
20
1.96
11.39
10.78
11.93
35.00
26.10
7.21
2.00
0.24
1.84
1.32
0.40
21
2.05
3.00
22.44
30.40
157.00
30.20
6.80
1.84
0.20
2.05
1.08
0.24
22
2.05
2.70
15.16
44.60
86.00
30.60
6.48
1.60
0.16
2.15
1.28
0.00
23
2.55
2.40
9.57
17.74
64.10
47.16
6.17
1.52
0.16
2.05
1.16
0.00
24
2.20
2.30
13.56
10.72
28.60
59.72
5.98
1.44
0.12
2.30
1.32
0.00
25
2.15
2.30
12.28
10.78
19.38
40.86
5.91
1.40
0.08
2.15
0.92
0.00
26
2.05
2.55
5.79
8.56
16.21
41.72
5.47
1.28
0.04
1.96
1.12
0.00
27
2.05
4.01
5.28
16.66
18.33
59.72
5.22
1.12
0.04
1.56
0.92
0.00
28
2.10
3.38
5.41
12.07
31.75
46.52
4.84
1.04
0.00
1.88
0.84
0.00
29
2.30
7.00
4.71
11.93
18.22
43.96
4.58
1.04
0.00
2.00
1.24
0.00
30
2.30
63.26
4.46
8.22
198.70
21.72
5.03
1.00
0.00
2.05
0.00
31
14.44
5.41
112.85
4.27
0.00
1.84
0.00
----------
--------------
Total
57 08
174 26
288 29
333 73
1181 65
2114 25
535 22
72 25
15 44
47 04
40 49
16 04
4875 74 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.90
5.62
9.61
10.77
38.12
70.47
17.27
2.41
0.50
1.52
1.40
0.52
13.32 CMS
Max
2.55
63.26
35.75
44.60
198.70
147.48
94.48
4.01
1.04
2.30
2.05
1.80
198.70 CMS
Min
1.32
2.15
3.51
3.51
7.54
21.72
4.27
1.00
0.00
0.00
0.84
0.00
0.00 CMS
Runoff
4.93
15.06
24.91
28.83
102.10
182.67
46.24
6.24
1.33
4.06
3.50
1.39
421.26 MCM
307.40 CMS. at 58.96 m. (MSL.) at 18.00 Hours , on Aug 30 , 2011
Runoff Yield
*****
*****
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak