Basic HTML Version
677
50
60
70
Flow ? CMS
Flow of Upper Khlong Tha Nae(X.276)
at Ban Khao Pu
Water Year 2011
20
30
40
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
13.40
1.07
0.30
0.18
0.44
0.98
6.23
33.60
3.51
31.30
9.63
0.50
2
14.60
0.98
0.40
0.16
0.45
0.90
3.07
6.34
2.96
20.35
9.36
0.47
3
12.35
0.95
0.41
0.19
0.44
0.75
4.06
4.39
2.52
11.12
6.34
0.50
4
8.56
1.07
0.33
0.17
0.41
0.93
2.11
3.29
3.07
7.74
4.28
0.48
5
6.80
0.98
0.32
0.17
0.40
0.88
2.30
13.40
2.30
5.77
2.96
0.82
6
5.88
0.93
0.29
0.16
0.37
0.75
1.98
2.96
2.41
4.50
2.11
0.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
5.53
0.88
0.26
0.16
0.35
0.77
1.65
2.17
2.74
3.73
1.72
0.70
8
4.73
0.93
0.26
0.15
0.35
0.65
1.52
2.04
1.85
3.18
1.45
0.80
9
4.28
0.88
0.30
0.14
0.35
0.57
1.33
1.85
1.85
2.85
1.20
1.26
10
3.95
0.88
0.23
0.14
0.33
0.65
1.13
1.65
2.96
2.85
1.07
1.78
11
3.62
0.85
0.27
0.13
0.35
3.62
1.45
2.11
3.07
2.11
0.95
1.13
12
3.18
0.90
0.27
0.32
0.40
7.47
1.07
1.72
3.40
6.93
0.90
0.93
13
2.85
0.93
0.29
0.20
0.35
3.73
1.00
1.58
2.63
9.09
0.85
0.80
14
2.74
0.88
0.44
0.27
0.48
1.33
1.26
1.78
2.17
25.77
0.82
0.75
15
2 41
0 82
0 41
0 70
0 40
1 45
0 98
2 30
4 06
18 20
0 80
0 75
.
.
.
.
.
.
.
.
.
.
.
.
16
2.24
1.52
0.29
0.21
0.38
1.33
0.93
2.04
31.70
8.82
0.77
0.73
17
2.11
1.00
0.38
0.21
0.42
1.26
0.90
1.78
14.90
6.11
0.75
0.70
18
2.11
0.88
0.30
0.17
0.40
1.07
0.88
2.85
8.82
7.47
0.70
0.68
19
2.17
0.80
0.26
0.15
0.37
0.95
1.26
1.85
6.34
6.93
0.68
0.65
20
1.98
0.73
0.24
0.14
0.38
1.65
1.26
1.52
4.96
21.33
0.65
0.63
21
1.85
0.73
0.24
0.14
0.85
1.58
0.95
63.15
3.73
19.85
0.75
0.57
22
1.78
0.70
0.21
0.14
2.41
1.26
1.33
15.80
4.96
8.42
0.73
0.63
23
1.65
0.65
0.20
0.15
1.65
0.98
1.07
17.75
3.07
6.23
0.70
0.60
24
1.52
0.60
0.19
0.16
1.00
0.93
1.98
18.86
3.40
4.39
0.68
0.57
25
1.45
0.57
0.19
0.16
0.82
0.85
1.39
17.15
7.74
3.73
0.65
0.55
26
1.39
0.55
0.19
0.16
1.00
1.13
5.07
8.82
9.23
3.29
0.63
0.52
27
1.39
0.80
0.19
0.15
3.95
1.58
2.74
7.61
6.57
2.85
0.57
0.60
28
1.33
0.65
0.18
0.44
2.96
1.65
2.30
6.34
5.42
2.24
0.77
0.50
29
1.26
0.57
0.18
0.63
2.17
3.62
6.93
4.39
3.73
1.85
0.77
0.50
30
1.26
0.57
0.17
0.55
1.78
2.17
15.95
3.51
3.29
1.98
0.48
31
0.55
0.50
1.58
17.15
11.52
47.42
0.68
----------
--------------
Total
120 37
25 80
8 19
7 30
27 99
47 44
93 23
254 60
170 88
308 40
54 24
22 06
1140 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.01
0.83
0.27
0.24
0.90
1.58
3.01
8.49
5.51
9.95
1.87
0.71
3.12 CMS
Max
14.60
1.52
0.44
0.70
3.95
7.47
17.15
63.15
31.70
47.42
9.63
1.78
63.15 CMS
Min
1.26
0.55
0.17
0.13
0.33
0.57
0.88
1.52
1.85
1.85
0.57
0.47
0.13 CMS
Runoff
10.40
2.23
0.71
0.63
2.42
4.10
8.06
22.00
14.76
26.65
4.69
1.91
98.54 MCM
141.25 CMS. at 54.93 m. (MSL.) at 14.00 Hours , on Nov 21 , 2011
Runoff Yield
65.60
2973.684
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak