Basic HTML Version
215
70
80
90
100
Flow ‐ CMS
Flow of Khlong Wang Chao (P.50A)
at Ban Thai Tawee
Water Year 2012
30
40
50
60
0
10
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
4.65
2.37
16.12
1.50
3.07
4.45
6.00
8.00
6.25
3.50
3.13
0.70
2
4.65
2.37
35.25
1.40
2.73
3.85
9.85
6.85
6.10
3.38
3.13
0.70
3
4.45
2.20
33.75
2.20
2.20
3.45
6.50
6.55
5.95
3.00
3.00
0.70
4
4.45
2.20
27.60
1.50
1.85
3.07
5.25
6.40
5.80
2.90
3.13
0.70
5
4.45
7.00
29.85
1.30
1.68
2.90
5.05
6.10
5.65
2.70
2.90
0.70
6
4.25
14.63
24.13
1.20
2.02
20.40
4.65
5.80
5.50
2.60
2.90
0.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
4.25
24.13
21.60
1.10
3.45
55.50
4.45
5.37
5.37
2.50
2.80
0.70
8
4.25
18.80
25.40
1.00
2.37
94.10
9.85
5.13
5.25
2.40
2.80
0.70
9
4.05
15.75
16.88
3.07
1.85
50.78
62.10
5.00
5.13
2.30
2.70
0.70
10
4.05
12.50
13.20
1.50
1.40
33.25
83.86
4.87
5.13
2.20
2.70
0.70
11
4.05
11.45
10.45
1.20
1.20
25.40
48.47
4.87
5.00
2.10
2.60
0.70
12
3.85
10.75
6.00
1.10
1.10
22.00
31.25
4.75
5.50
2.00
2.50
0.70
13
3.85
9.85
3.45
1.00
1.00
18.80
20.80
9.20
5.00
1.90
2.40
0.70
14
3.85
9.55
2.55
0.90
1.00
15.75
17.90
8.20
4.87
1.80
2.30
0.70
15
3 85
8 95
2 37
4 65
1 50
26 25
16 10
7 80
4 75
1 70
2 20
0 60
.
.
.
.
.
.
.
.
.
.
.
.
16
3.65
22.00
2.02
1.68
1.30
22.85
15.27
7.40
4.63
1.60
2.10
0.60
17
3.65
28.05
1.68
1.10
1.20
21.20
14.60
7.00
4.50
1.60
2.00
0.60
18
3.65
23.27
1.50
0.90
1.30
18.40
13.93
6.70
4.37
1.50
1.90
0.60
19
3.45
19.60
1.40
2.20
1.30
15.75
13.25
6.40
4.37
1.50
1.80
0.60
20
3.45
16.12
3.25
1.40
1.10
12.50
12.35
6.10
4.25
1.40
1.70
0.60
21
3.25
15.00
2.02
1.20
1.00
10.75
11.45
5.80
4.25
1.40
1.60
0.60
22
3.25
14.25
1.50
1.00
0.90
9.85
11.00
5.50
4.13
1.40
1.20
0.60
23
3.25
13.90
1.40
0.80
0.80
8.95
10.40
5.25
4.13
1.30
1.10
0.60
24
3.07
13.55
3.65
1.20
0.80
8.35
9.80
5.13
4.00
1.30
1.00
0.60
25
3.07
13.20
2.20
2.73
3.85
7.50
9.20
5.00
4.00
1.30
0.80
0.60
26
2.90
12.85
1.50
7.00
17.25
6.50
8.60
5.00
3.87
1.20
0.70
0.60
27
2.90
13.20
1.40
3.85
19.60
6.00
8.00
4.87
3.87
1.20
0.70
0.60
28
2.73
23.70
2.73
2.37
11.10
5.75
7.40
4.87
3.87
1.20
0.60
0.60
29
2.73
16.88
3.85
3.45
5.75
5.50
7.00
6.55
3.75
1.10
0.60
30
2.55
19.60
2.37
4.25
7.50
5.25
6.55
6.25
3.75
2.40
0.60
31
19.60
4.45
6.00
6.25
3.75
2.50
0.60
----------
--------------
Total
110 50
437 27
301 07
64 20
109 17
545 05
497 13
182 71
146 74
60 88
58 39
20 00
2533 11 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.68
14.11
10.04
2.07
3.52
18.17
16.04
6.09
4.73
1.96
2.09
0.65
6.94 CMS
Max
4.65
28.05
35.25
7.00
19.60
94.10
83.86
9.20
6.25
3.50
3.13
0.70
94.10 CMS
Min
2.55
2.20
1.40
0.80
0.80
2.90
4.45
4.75
3.75
1.10
0.60
0.60
0.60 CMS
Runoff
9.55
37.78
26.01
5.55
9.43
47.09
42.95
15.79
12.68
5.26
5.05
1.73
218.86 MCM
102.90 CMS. at 106.93 m. (MSL.) at 18.00 Hours , on Sep 8 , 2012
Runoff Yield
14.46
214.375
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak