Basic HTML Version
223
140
160
180
200
Flow ? CMS
Flow of Khlong Wang Chao (P.50A)
at Ban Thai Tawee
Water Year 2011
60
80
100
120
0
20
40
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
12.70
33.20
26.25
12.30
18.75
18.53
27.75
10.30
13.70
9.30
9.10
10.55
2
11.30
21.25
21.50
11.90
17.18
18.75
35.12
9.90
14.15
9.30
9.10
10.55
3
10.50
22.25
18.75
12.30
18.53
18.75
24.50
9.30
14.60
9.30
8.90
11.00
4
9.70
22.50
17.18
15.10
17.18
18.75
56.50
8.90
15.05
9.30
8.90
11.00
5
9.30
22.50
16.30
20.77
15.50
18.75
120.75
8.50
15.50
9.30
8.70
11.00
6
8.90
22.50
26.25
22.25
14.50
18.75
81.20
8.30
15.50
9.30
8.70
11.45
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
9.30
22.50
20.10
15.90
13.90
18.75
50.62
8.10
15.95
9.30
8.50
11.45
8
11.90
22.50
25.75
13.70
13.30
18.75
31.82
7.90
15.95
9.30
8.30
11.45
9
11.10
22.50
20.33
12.50
12.50
18.30
43.15
7.70
15.95
9.30
8.10
11.90
10
9.70
23.75
17.40
11.90
11.90
24.50
35.95
7.50
16.40
9.30
7.90
11.90
11
9.30
26.00
16.10
12.70
12.10
102.75
27.50
7.30
16.40
9.30
7.70
11.90
12
8.70
23.75
15.10
16.30
14.50
188.25
23.00
7.10
16.85
9.30
7.50
12.35
13
10.90
23.75
21.00
23.00
14.50
173.50
18.53
6.90
16.85
9.30
7.30
12.35
14
14.10
25.50
17.40
20.10
13.30
81.90
16.30
6.70
16.85
9.30
7.10
12.35
15
13 10
26 75
16 30
19 65
13 50
56 50
30 00
6 50
17 30
9 30
6 90
7 50
.
.
.
.
.
.
.
.
.
.
.
.
16
12.10
28.50
19.20
15.90
30.75
47.35
70.50
6.95
17.30
9.30
6.70
6.90
17
12.70
28.50
16.30
14.50
21.75
38.15
56.10
7.40
17.75
9.30
6.50
6.70
18
11.50
30.75
19.43
13.50
28.00
32.65
44.65
7.85
17.75
9.30
6.95
6.50
19
10.10
34.03
17.18
13.90
34.03
30.75
31.82
8.30
18.20
9.30
7.40
6.95
20
13.10
36.22
19.20
13.50
31.82
34.57
28.50
8.75
18.20
9.30
7.85
7.40
21
11.30
34.57
15.10
14.90
27.00
27.75
24.50
9.20
18.65
9.30
8.30
7.85
22
10.30
33.20
13.90
16.73
22.50
30.00
20.33
9.65
18.65
9.30
8.30
8.30
23
9.50
32.65
13.30
14.50
19.87
31.00
18.30
10.10
19.10
9.30
8.75
8.75
24
9.90
32.37
12.90
13.90
18.07
32.65
16.50
10.55
19.10
9.30
9.20
9.20
25
10.70
32.37
20.33
13.10
16.73
27.25
15.10
11.00
19.55
9.30
9.65
9.65
26
9.50
32.10
24.25
13.50
18.07
24.75
14.30
11.45
20.00
9.30
9.65
10.10
27
9.90
32.10
18.97
19.65
24.50
24.25
13.90
11.90
20.00
9.30
10.10
10.55
28
10.10
31.82
15.90
22.75
20.33
21.25
12.90
12.35
19.00
9.30
10.10
11.00
29
11.50
26.50
14.10
25.50
24.75
20.10
12.10
12.80
19.00
9.30
10.55
11.45
30
15.90
31.27
13.30
22.50
21.00
19.43
11.50
13.25
18.00
9.30
11.90
31
31.27
20.33
19.20
10.90
18.00
9.20
12.35
----------
--------------
Total
328 60
869 42
549 07
509 03
599 51
1237 38
1024 59
272 40
535 25
288 20
242 70
314 25
6770 40 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.95
28.05
18.30
16.42
19.34
41.25
33.05
9.08
17.27
9.30
8.37
10.14
18.50 CMS
Max
15.90
36.22
26.25
25.50
34.03
188.25
120.75
13.25
20.00
9.30
10.55
12.35
188.25 CMS
Min
8.70
21.25
12.90
11.90
11.90
18.30
10.90
6.50
13.70
9.20
6.50
6.50
6.50 CMS
Runoff
28.39
75.12
47.44
43.98
51.80
106.91
88.53
23.54
46.25
24.90
20.97
27.15
584.96 MCM
301.25 CMS. at 108.75 m. (MSL.) at 15.00 Hours , on Sep 12 , 2011
Runoff Yield
38.54
627.604
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak