Page 745 - yearbook2011

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711
20
25
30
Flow ? CMS
Flow of Khlong Cheang (X.238)
at Ban Khlong Hak
Water Year 2011
10
15
0
5
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
16.18
1.64
1.58
2.00
1.40
5.57
6.64
3.14
4.18
2.54
3.20
2.96
2
12.70
1.94
1.88
2.60
1.76
3.10
4.90
3.14
4.11
3.14
3.08
2.78
3
9.94
2.48
2.60
3.55
4.32
1.66
4.90
3.02
3.90
3.48
3.14
2.60
4
7.96
7.72
4.32
3.83
2.30
1.57
3.99
3.08
3.90
4.32
3.08
2.42
5
6.20
5.64
5.24
2.18
1.64
1.51
5.28
4.68
10.75
4.25
3.02
3.14
6
5.00
3.34
6.76
2.18
2.00
1.33
4.49
8.60
7.88
4.18
2.84
9.76
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.97
2.54
3.08
2.12
2.00
1.23
3.66
9.40
4.18
4.04
2.78
6.60
8
2.96
2.54
2.30
2.06
1.82
1.17
3.26
7.56
4.04
3.97
2.78
4.84
9
2.42
2.36
2.18
2.06
1.58
1.25
3.06
5.00
3.90
3.90
2.72
3.34
10
2.36
1.88
4.39
2.00
1.52
1.87
2.90
4.25
3.48
3.90
2.72
2.42
11
2.24
1.76
2.84
1.76
1.28
26.39
6.12
3.48
3.76
3.69
2.72
2.30
12
2.18
1.88
2.48
1.70
1.64
25.76
5.64
3.34
3.34
6.12
2.66
2.24
13
2.12
2.30
2.36
1.40
1.94
6.64
5.00
3.20
3.20
16.05
2.66
2.18
14
2.06
2.24
2.24
1.34
1.58
2.74
4.76
3.14
3.02
7.48
2.66
2.12
15
2 00
1 82
2 12
1 28
1 04
3 26
4 25
3 08
3 90
3 76
2 60
2 06
.
.
.
.
.
.
.
.
.
.
.
.
16
1.94
2.24
2.00
1.22
1.10
8.13
4.11
3.02
4.25
3.08
2.54
2.06
17
1.88
2.18
1.94
1.16
1.34
7.63
4.92
3.02
3.83
2.24
2.48
2.06
18
1.88
2.30
2.66
1.16
1.10
5.28
4.18
2.96
3.55
4.32
2.48
2.06
19
1.82
2.00
2.00
1.10
2.78
3.38
3.90
2.96
3.41
5.16
2.48
2.06
20
1.76
1.82
1.82
1.04
9.49
2.86
4.84
3.83
3.34
7.24
2.42
2.06
21
1.82
1.76
1.94
0.98
5.16
2.58
4.32
6.52
3.41
5.00
2.36
2.00
22
1.88
1.82
2.18
1.04
3.02
2.38
3.69
14.19
3.34
5.08
2.36
2.00
23
1.88
1.88
2.30
1.04
1.94
2.06
3.62
18.70
3.20
5.32
2.30
1.94
24
1.82
1.88
2.24
0.98
2.00
1.84
3.55
6.73
3.14
5.48
2.30
1.94
25
1.76
1.94
2.06
0.92
2.66
1.78
3.55
8.36
3.08
4.84
2.24
1.82
26
1.70
2.06
1.94
0.86
3.02
2.74
3.48
5.80
2.96
4.53
2.24
1.70
27
1.64
2.00
1.76
0.86
3.83
5.28
3.41
4.60
2.84
4.39
2.18
1.70
28
1.70
1.76
1.58
1.04
4.04
10.09
3.41
2.98
2.72
4.25
2.48
1.70
29
1.70
1.64
1.76
1.16
4.39
11.83
3.34
5.48
2.54
4.11
3.08
1.70
30
1.40
1.58
2.12
1.28
5.24
9.51
3.27
4.60
2.60
3.34
1.70
31
1.52
1.34
9.86
3.08
2.54
3.27
1.70
----------
--------------
Total
106 87
72 46
76 67
49 24
88 79
162 42
129 52
161 86
118 29
146 47
76 60
81 96
1271 15 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.56
2.34
2.56
1.59
2.86
5.41
4.18
5.40
3.82
4.72
2.64
2.64
3.47 CMS
Max
16.18
7.72
6.76
3.83
9.86
26.39
6.64
18.70
10.75
16.05
3.20
9.76
26.39 CMS
Min
1.40
1.52
1.58
0.86
1.04
1.17
2.90
2.96
2.54
2.24
2.18
1.70
0.86 CMS
Runoff
9.23
6.26
6.62
4.25
7.67
14.03
11.19
13.99
10.22
12.66
6.62
7.08
109.83 MCM
49.08 CMS. at 35.92 m. (MSL.) at 20.00 Hours , on Sep 11 , 2011
Runoff Yield
44.74
632.230
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak