Basic HTML Version
671
80
100
120
Flow ? CMS
Flow of Khlong Wat (X.240)
at Ban Hu Rae
Water Year 2011
40
60
0
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
5.25
2.45
1.85
1.55
1.55
2.80
1.95
10.90
8.14
96.48
6.94
2.70
2
16.30
4.35
2.25
1.55
1.50
2.20
1.90
8.20
7.36
40.58
6.40
2.70
3
8.71
2.85
2.15
1.75
1.50
1.90
1.80
5.26
6.58
51.75
6.28
2.85
4
5.15
2.75
2.00
1.65
1.65
1.75
1.75
4.72
6.34
16.90
5.98
3.90
5
4.25
3.55
1.95
1.55
0.20
1.70
1.85
5.92
11.44
12.52
5.68
4.78
6
4.20
2.80
1.95
1.55
0.00
1.56
1.85
6.70
7.54
10.54
5.44
3.90
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.70
2.55
1.85
1.50
1.00
1.48
1.80
9.04
6.46
9.34
5.20
3.10
8
3.30
2.40
1.95
1.50
1.00
1.60
1.70
4.45
5.74
8.44
5.02
2.95
9
3.15
2.30
2.15
1.50
0.96
1.44
1.80
3.60
5.32
12.77
4.84
3.55
10
3.00
2.25
1.90
1.45
0.96
1.40
1.70
3.05
5.20
28.38
4.60
3.65
11
2.85
2.30
2.95
1.55
0.92
4.66
1.60
3.70
14.58
36.24
4.55
3.45
12
2.80
2.20
2.25
1.55
0.96
20.10
1.60
3.65
11.38
25.80
4.40
3.60
13
2.70
2.30
2.25
1.55
1.24
9.28
1.48
4.72
25.44
90.04
4.35
3.40
14
2.65
2.10
2.30
1.50
1.04
5.44
1.60
3.45
14.08
33.39
4.25
3.20
15
2 55
2 05
2 05
1 45
1 40
4 15
1 48
3 45
11 50
26 04
4 20
3 15
.
.
.
.
.
.
.
.
.
.
.
.
16
2.90
2.35
1.95
1.55
1.75
3.60
2.70
4.50
34.72
16.30
4.25
2.80
17
2.50
2.15
1.85
1.55
7.60
3.10
1.80
4.10
68.84
14.29
3.95
2.45
18
2.85
2.50
2.25
1.50
2.85
2.80
1.65
5.32
25.10
12.52
3.80
2.35
19
3.40
2.85
2.00
1.45
1.75
2.70
1.80
4.20
23.30
27.86
4.50
2.25
20
4.20
2.35
1.85
1.45
1.65
2.75
2.20
3.60
14.08
54.90
3.95
2.20
21
2.95
2.95
1.80
1.45
2.55
2.60
2.60
25.44
12.32
19.60
3.75
2.80
22
2.65
2.30
1.75
1.45
1.65
2.40
3.30
37.00
27.36
16.23
3.50
2.35
23
2.55
2.25
1.75
1.55
3.05
2.25
2.15
42.22
14.73
12.13
3.25
2.15
24
2.45
2.15
1.70
1.50
1.60
2.20
1.85
81.99
12.38
10.54
3.05
2.05
25
2.35
2.05
1.80
1.60
1.44
2.05
2.30
107.53
10.54
9.46
3.00
2.05
26
2.30
2.05
1.70
1.65
2.60
2.10
1.95
26.64
9.40
8.50
3.00
2.00
27
2.25
1.95
1.60
1.60
3.85
2.10
2.20
19.90
8.14
7.96
3.10
2.00
28
2.25
1.90
1.55
1.55
4.60
2.15
1.90
15.77
7.54
7.42
3.10
2.10
29
2.20
1.85
1.55
2.00
4.90
2.65
1.80
12.52
7.12
6.88
3.05
2.00
30
2.40
2.10
1.50
2.00
4.45
2.15
2.65
9.64
7.60
6.70
1.90
31
1.85
1.60
3.40
16.15
12.06
7.06
1.90
----------
--------------
Total
110 76
74 80
58 40
48 60
65 57
99 06
74 86
481 18
442 33
737 56
127 38
86 23
2406 73 CMSDAY
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.
Mean
3.69
2.41
1.95
1.57
2.12
3.30
2.41
16.04
14.27
23.79
4.39
2.78
6.58 CMS
Max
16.30
4.35
2.95
2.00
7.60
20.10
16.15
107.53
68.84
96.48
6.94
4.78
107.53 CMS
Min
2.20
1.85
1.50
1.45
0.00
1.40
1.48
3.05
5.20
6.70
3.00
1.90
0.00 CMS
Runoff
9.57
6.46
5.05
4.20
5.67
8.56
6.47
41.57
38.22
63.73
11.01
7.45
207.94 MCM
157.10 CMS. at 23.90 m. (MSL.) at 12.00 Hours , on Jan 1 , 2011
Runoff Yield
51.61
1232.931
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak