Basic HTML Version
677
120
140
160
Flow ‐ CMS
Flow of Khlong Langu (X.150)
at Ban Wang Pa Khian
Water Year 2012
40
60
80
100
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
7.38
9.00
17.17
7.00
9.87
17.35
26.60
10.35
62.75
34.00
7.38
12.62
2
6.00
9.37
13.85
6.75
9.37
14.73
22.78
10.35
72.30
25.40
7.38
10.35
3
6.38
9.00
12.10
7.87
9.25
12.97
19.97
10.52
36.00
29.80
7.25
9.12
4
6.50
7.87
10.70
24.60
9.25
11.40
19.10
10.52
22.60
63.00
7.87
8.62
5
6.38
11.22
10.52
48.50
8.50
11.92
18.75
10.70
18.75
45.50
7.50
8.00
6
17.87
25.40
25.20
27.80
8.00
20.15
18.75
10.00
16.30
27.20
7.13
7.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
12.10
19.97
62.00
32.25
7.75
39.00
16.82
9.12
14.38
22.07
6.88
7.25
8
7.25
14.03
121.35
150.40
7.50
36.75
16.12
8.62
13.15
19.45
6.75
6.88
9
6.50
11.92
131.60
116.45
7.25
21.90
14.03
9.00
13.32
17.70
6.63
6.63
10
6.25
9.62
60.25
47.75
7.13
16.30
12.97
8.50
25.40
16.47
6.50
6.38
11
8.75
8.50
30.80
140.40
7.00
25.00
15.08
8.75
36.00
15.60
6.38
6.00
12
11.75
9.00
23.48
143.20
6.75
52.50
45.25
15.95
26.20
14.38
6.25
5.87
13
8.37
8.62
19.80
56.75
6.63
54.50
35.25
10.52
20.67
13.68
8.37
5.75
14
6.88
9.25
17.00
37.25
6.38
84.90
28.60
8.75
18.57
12.80
7.00
5.62
15
11 40
8 25
15 08
24 60
6 25
115 75
27 40
8 37
20 67
11 92
6 25
5 50
.
.
.
.
.
.
.
.
.
.
.
.
16
14.73
10.00
13.68
19.97
6.00
62.00
34.00
8.12
28.20
11.40
6.38
5.37
17
13.68
20.67
12.97
21.37
6.50
38.50
73.50
8.12
22.43
10.87
6.12
5.62
18
14.90
19.62
11.75
52.75
7.87
25.80
44.75
19.62
18.22
10.35
6.00
5.25
19
17.70
11.75
10.52
26.20
8.75
21.37
23.83
19.45
20.32
10.17
5.87
5.12
20
32.25
9.25
9.75
38.50
7.00
18.75
19.97
24.80
30.60
9.87
5.75
5.00
21
23.65
8.12
9.25
30.80
7.63
18.22
18.92
19.62
41.50
9.50
5.62
4.75
22
14.38
8.12
8.75
19.62
6.88
39.25
22.43
18.22
59.50
9.25
5.50
4.75
23
10.35
66.75
8.50
16.12
6.63
26.80
17.17
19.27
50.00
9.25
5.50
4.62
24
9.75
47.75
8.75
18.92
14.03
22.07
15.43
26.00
37.75
9.00
7.25
4.50
25
7.75
69.25
8.12
49.50
65.00
36.50
14.20
21.90
28.80
8.75
35.75
4.50
26
7.87
99.60
7.75
21.20
21.90
93.30
13.32
34.50
23.30
8.50
63.75
4.37
27
27.80
69.75
7.50
15.95
25.00
150.80
12.27
51.00
20.32
8.25
35.00
4.50
28
17.00
36.75
7.25
14.38
125.20
127.65
11.40
30.60
17.87
8.00
19.80
5.00
29
10.17
28.60
7.13
12.45
136.40
69.75
10.70
38.50
16.12
7.75
4.62
30
9.87
21.02
7.00
11.05
46.50
35.25
10.00
29.40
21.37
7.63
4.25
31
17.70
9.37
22.07
9.75
34.75
7.50
4.00
----------
--------------
Total
361 61
715 72
709 57
1249 72
630 24
1321 13
689 11
519 14
888 11
515 01
313 81
188 31
8101 48 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
12.05
23.09
23.65
40.31
20.33
44.04
22.23
17.30
28.65
16.61
11.21
6.07
22.20 CMS
Max
32.25
99.60
131.60
150.40
136.40
150.80
73.50
51.00
72.30
63.00
63.75
12.62
150.80 CMS
Min
6.00
7.87
7.00
6.75
6.00
11.40
9.75
8.12
13.15
7.50
5.50
4.00
4.00 CMS
Runoff
31.24
61.84
61.31
107.98
54.45
114.15
59.54
44.85
76.73
44.50
27.11
16.27
699.97 MCM
184.40 CMS. at 11.53 m. (MSL.) at 24.00 Hours , on Jul 11 , 2012
Runoff Yield
46.22
383.967
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak