Basic HTML Version
645
200
250
Flow ? CMS
Flow of Khlong Sin Pun (X.198)
at Ban Bang Rup
Water Year 2011
100
150
0
50
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
209.60
15.60
5.60
4.78
39.00
51.74
36.80
14.00
18.56
7.40
9.41
3.25
2
192.20
18.68
5.60
4.50
43.60
55.52
38.40
14.00
17.32
13.73
12.38
3.20
3
171.16
15.20
5.60
3.80
31.55
56.00
39.00
13.82
18.80
37.60
11.30
3.20
4
152.84
13.91
5.60
3.50
17.32
35.28
37.40
20.99
22.16
47.00
8.28
3.15
5
137.14
13.28
5.60
3.50
8.60
30.87
33.66
20.99
33.66
49.54
6.65
3.05
6
125.00
12.74
5.60
3.25
4.50
18.68
30.70
22.55
42.80
43.80
5.95
4.45
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
117.52
12.92
6.93
3.00
4.50
16.22
30.19
22.42
44.60
26.60
5.44
12.83
8
109.64
14.60
9.50
3.00
5.32
15.50
48.44
22.68
38.60
18.92
5.05
12.11
9
102.93
19.88
9.32
2.95
5.81
14.80
58.50
25.02
20.99
14.70
4.83
9.86
10
96.96
22.42
8.60
2.75
5.95
14.50
51.30
25.30
17.54
11.57
4.61
10.49
11
79.38
21.12
8.60
2.65
6.16
21.25
39.00
27.05
20.00
9.41
4.35
7.32
12
69.16
16.11
8.60
11.39
6.30
33.66
36.20
30.02
21.38
8.12
4.15
5.49
13
53.36
13.55
8.60
15.00
6.65
49.10
32.40
37.20
17.65
8.36
4.05
4.10
14
37.60
12.11
9.50
22.42
5.95
51.96
30.19
40.60
13.10
9.05
4.00
3.50
15
29 34
11 57
9 50
34 20
5 74
54 80
28 55
35 64
10 22
16 44
3 80
3 35
.
.
.
.
.
.
.
.
.
.
.
.
16
20.00
13.91
9.77
41.60
5.60
57.20
25.72
36.20
10.67
17.32
3.65
3.30
17
17.21
16.77
8.04
43.60
5.60
58.76
21.90
38.40
16.00
22.29
3.90
3.20
18
20.86
18.09
9.05
45.60
8.69
52.88
18.20
37.00
21.25
33.66
4.15
8.69
19
36.20
19.76
11.30
46.00
10.58
50.20
15.60
24.60
21.12
32.06
5.88
11.93
20
37.00
33.84
11.30
46.00
12.65
34.92
14.60
15.90
17.65
37.00
9.14
18.09
21
33.48
31.72
10.58
44.60
17.10
33.48
19.28
13.73
12.92
28.85
14.80
23.07
22
23.34
19.04
9.77
36.20
20.60
33.84
16.77
15.00
10.58
28.55
11.84
14.70
23
12.47
16.00
8.96
29.34
24.46
18.92
15.10
24.60
10.67
25.72
5.81
5.95
24
11.75
13.91
8.28
17.76
25.44
18.20
12.83
36.60
14.40
20.73
4.35
4.20
25
11.75
12.65
6.51
14.00
18.44
18.44
10.04
44.60
25.02
15.00
3.90
4.05
26
12.38
10.67
5.81
21.90
16.00
18.68
11.03
47.00
23.90
10.58
3.65
4.72
27
15.00
6.37
5.22
31.21
19.16
19.16
17.32
48.88
17.76
9.86
3.40
4.15
28
14.40
6.72
5.16
32.94
34.02
20.73
18.68
49.76
13.91
7.72
3.25
7.16
29
12.74
7.16
5.10
33.12
46.00
29.17
18.44
42.80
11.12
6.65
4.05
4.94
30
11.75
6.65
5.05
32.58
50.42
35.46
15.70
27.20
8.96
7.56
7.24
31
6.09
32.94
47.40
14.90
7.48
12.20
11.12
----------
--------------
Total
1974 16
473 04
232 65
670 08
559 11
1019 92
836 84
874 55
600 79
637 99
176 02
225 86
8281 01 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
65.81
15.26
7.76
21.62
18.04
34.00
26.99
29.15
19.38
20.58
6.07
7.29
22.63 CMS
Max
209.60
33.84
11.30
46.00
50.42
58.76
58.50
49.76
44.60
49.54
14.80
23.07
209.60 CMS
Min
11.75
6.09
5.05
2.65
4.50
14.50
10.04
13.73
7.48
6.65
3.25
3.05
2.65 CMS
Runoff
170.57
40.87
20.10
57.90
48.31
88.12
72.30
75.56
51.91
55.12
15.21
19.51
715.48 MCM
218.60 CMS, at 18.51 m. (MSL), at 01.00 Hours, on Apr 1, 2011
Runoff Yield
26.13
252.425
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak