Basic HTML Version
627
120
140
160
Flow ‐ CMS
Flow of Khlong Chumphon (X.53A)
at Ban Wang Phai
Water Year 2014
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
0.70
2.50
6.10
3.00
13.00
9.10
22.75
11.90
6.90
3.00
1.70
0.80
2
0.70
1.80
3.30
2.40
8.60
8.80
15.00
14.12
6.30
2.90
1.60
0.80
3
0.80
2.00
2.10
2.40
7.40
7.30
21.13
38.38
6.90
2.80
1.50
0.70
4
0.90
3.00
1.70
4.10
10.70
6.70
18.25
30.10
12.50
2.60
1.50
0.70
5
1.00
1.70
1.50
5.10
13.37
5.80
17.87
20.00
11.30
2.50
1.50
0.80
6
1.50
1.50
1.40
5.90
19.50
10.10
24.12
15.88
14.00
2.50
1.50
0.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
1.90
1.50
1.80
6.80
32.75
22.50
36.08
26.80
14.87
2.40
1.40
0.70
8
2.40
1.40
1.70
10.10
51.66
24.25
69.40
27.10
11.50
2.30
1.40
0.60
9
1.90
2.00
1.50
32.75
44.94
33.80
38.19
39.31
8.90
2.80
1.40
0.60
10
1.30
5.00
1.70
60.89
26.35
47.84
22.62
62.55
6.70
4.50
1.30
0.48
11
1.10
2.90
1.60
24.12
16.75
31.35
14.12
41.19
5.80
4.90
1.30
0.60
12
0.90
2.10
1.60
16.00
13.25
22.37
9.70
26.35
5.50
3.80
1.30
0.50
13
0.90
1.80
14.37
35.73
11.20
17.25
8.20
17.50
5.10
3.40
1.30
0.50
14
0.70
1.50
24.25
29.20
10.00
13.87
12.10
12.40
4.80
2.80
1.30
0.50
15
1 60
1 40
15 50
64 25
11 80
13 50
21 87
10 20
3 80
2 60
1 40
0 50
.
.
.
.
.
.
.
.
.
.
.
.
16
1.20
1.20
23.62
117.95
9.80
32.57
24.87
31.35
4.10
2.40
1.40
0.50
17
1.80
1.40
34.50
41.19
8.20
116.70
13.87
40.63
3.80
2.30
1.30
0.50
18
1.80
1.60
22.25
30.55
6.80
87.00
9.10
23.87
5.50
2.30
1.20
0.48
19
1.60
1.50
15.63
38.19
5.80
38.19
14.50
14.62
5.10
2.20
1.20
0.60
20
1.40
1.20
9.40
46.35
4.70
23.62
14.12
11.50
4.60
2.10
1.20
0.50
21
1.20
1.10
8.50
43.44
4.50
16.62
15.12
7.60
3.80
2.10
1.20
0.48
22
1.10
1.00
13.87
38.19
5.50
11.90
11.70
5.00
3.40
2.00
1.10
0.48
23
0.90
1.30
80.50
68.00
8.50
9.50
10.70
3.20
3.20
2.00
1.00
0.50
24
1.20
1.50
144.90
99.10
8.30
9.10
9.50
5.70
3.00
2.00
1.00
0.80
25
1.60
1.50
54.00
64.75
24.75
11.70
8.00
11.60
2.90
1.90
1.00
0.70
26
1.50
1.40
27.40
38.19
22.12
10.20
7.10
9.80
3.00
1.90
0.90
0.80
27
1.50
2.00
15.12
30.55
12.88
12.10
6.80
7.90
3.70
1.90
0.90
0.80
28
1.00
4.30
8.20
26.65
19.12
10.60
7.30
6.90
4.30
1.80
0.80
0.90
29
0.80
2.10
4.40
23.25
9.50
11.00
10.20
7.20
3.80
1.80
0.90
30
0.70
1.60
3.50
19.62
6.70
11.50
19.12
8.10
3.50
1.70
1.00
31
1.40
16.37
8.00
16.00
3.40
1.70
0.90
----------
--------------
Total
37 60
58 20
545 91
1045 08
456 44
686 83
549 40
588 75
185 97
77 90
35 60
20 32
4288 00 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.25
1.88
18.20
33.71
14.72
22.89
17.72
19.63
6.00
2.51
1.27
0.66
11.75 CMS
Max
2.40
5.00
144.90
117.95
51.66
116.70
69.40
62.55
14.87
4.90
1.70
1.00
144.90 CMS
Min
0.70
1.00
1.40
2.40
4.50
5.80
6.80
3.20
2.90
1.70
0.80
0.48
0.48 CMS
Runoff
3.25
5.03
47.17
90.30
39.44
59.34
47.47
50.87
16.07
6.73
3.08
1.76
370.48 MCM
206.00 CMS. at 9.50 m. (MSL.) at 24.00 Hours , on Jun 23 , 2014
Runoff Yield
39.69
695.476
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak