Basic HTML Version
683
20
25
30
Flow ? CMS
Flow of Khlong Nang Noi (X.128A)
at Ban Thung Kling
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
11.85
0.58
0.45
0.45
0.76
1.89
4.25
13.00
2.40
13.60
3.10
0.82
2
8.78
0.55
0.85
0.58
1.09
1.21
3.97
5.89
2.11
16.30
3.64
0.82
3
6.56
0.53
1.18
0.97
1.03
0.91
7.88
3.80
2.02
7.04
2.60
0.79
4
5.78
1.15
0.91
0.76
0.82
3.75
5.40
2.60
2.45
4.96
1.39
0.79
5
5.24
0.88
0.73
0.63
0.68
2.55
4.25
2.20
2.55
3.86
1.21
1.75
6
4.41
0.68
0.55
0.55
0.55
1.57
4.41
1.89
1.80
3.15
1.12
1.27
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.80
0.63
0.45
0.48
0.53
1.43
3.91
2.65
1.52
2.45
1.06
0.97
8
3.00
0.58
0.35
0.42
0.45
0.73
3.25
2.25
1.27
2.25
1.03
0.88
9
2.50
0.53
0.35
0.37
0.35
0.91
2.90
1.98
1.24
2.20
1.00
0.91
10
2.20
0.53
0.30
0.33
0.25
6.80
2.25
3.31
1.30
2.11
0.88
3.00
11
1.84
0.53
0.35
0.37
0.20
20.70
2.50
3.25
1.39
2.15
1.15
1.89
12
1.61
0.63
0.40
2.25
0.18
23.09
2.45
2.65
1.93
2.85
1.00
1.15
13
1.34
0.58
0.35
1.61
0.14
7.16
2.30
2.20
1.09
3.80
0.88
1.18
14
1.21
0.55
0.55
0.68
0.65
4.74
2.02
1.93
0.88
3.20
1.09
0.58
15
1 15
0 55
0 65
1 00
1 93
2 65
1 66
2 30
1 09
3 31
1 06
0 55
.
.
.
.
.
.
.
.
.
.
.
.
16
1.00
0.50
0.60
1.34
0.73
2.20
1.52
2.50
18.39
3.53
1.03
0.50
17
0.91
0.65
0.42
1.39
3.64
1.80
8.96
2.25
12.44
3.75
0.91
0.37
18
1.15
0.58
0.35
0.94
1.12
1.43
5.57
1.84
8.18
4.30
0.82
0.35
19
1.03
0.91
0.33
0.65
0.68
1.93
4.91
1.66
4.58
5.29
0.76
0.63
20
0.91
0.94
0.60
0.48
1.15
7.04
3.80
1.52
4.63
6.62
0.70
0.55
21
0.85
0.85
0.48
0.30
1.89
5.95
2.11
15.78
3.36
7.22
0.68
0.53
22
0.82
0.76
0.37
0.40
1.75
3.42
2.50
17.85
2.80
5.13
0.76
0.50
23
0.79
0.70
0.33
0.88
2.02
2.45
1.93
14.42
2.35
3.64
0.82
0.45
24
0.79
0.60
0.28
1.03
2.40
1.93
1.80
25.73
1.80
3.20
0.88
0.35
25
0.76
0.50
0.35
1.39
1.70
1.89
1.61
15.87
3.48
2.30
0.88
0.30
26
0.68
0.76
0.30
0.70
6.17
3.36
3.91
9.20
3.15
1.98
0.91
0.25
27
0.60
0.82
0.28
0.70
8.66
2.35
2.55
5.89
2.02
1.39
0.94
0.23
28
0.60
0.70
0.23
1.09
7.52
3.15
2.85
4.63
1.80
1.09
0.97
0.23
29
0.60
0.55
0.28
1.48
7.52
6.56
3.48
3.64
1.75
1.39
0.97
0.23
30
0.58
0.37
0.28
1.09
5.07
8.96
6.50
3.36
1.52
1.39
0.23
31
0.33
0.97
2.95
15.18
2.40
1.93
0.23
----------
--------------
Total
73 34
20 00
13 90
26 28
64 58
134 51
122 58
178 04
99 69
127 38
34 24
23 28
917 82 CMSDAY
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.
.
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.
.
.
.
.
.
.
.
.
Mean
2.44
0.65
0.46
0.85
2.08
4.48
3.95
5.93
3.22
4.11
1.18
0.75
2.51 CMS
Max
11.85
1.15
1.18
2.25
8.66
23.09
15.18
25.73
18.39
16.30
3.64
3.00
25.73 CMS
Min
0.58
0.33
0.23
0.30
0.14
0.73
1.52
1.52
0.88
1.09
0.68
0.23
0.14 CMS
Runoff
6.34
1.73
1.20
2.27
5.58
11.62
10.59
15.38
8.61
11.01
2.96
2.01
79.30 MCM
40.20 CMS. at 40.03 m. (MSL.) at 16.00 Hours , on Nov 21 , 2011
Runoff Yield
33.44
536.000
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak