Basic HTML Version
551
40
50
60
Flow ‐ CMS
Flow of Khlong Hin Dat (Z.21)
at Ban Pong Rong Sen
Water Year 2012
20
30
0
10
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
3.32
2.28
8.15
23.96
18.50
17.10
9.65
2.60
3.20
1.16
2.12
3.08
2
3.20
2.20
16.50
17.30
16.10
19.76
10.70
2.52
2.72
1.08
1.96
3.32
3
3.08
2.12
8.90
10.70
16.90
18.10
14.70
2.52
2.44
1.00
1.96
3.92
4
3.08
1.96
11.18
8.00
12.75
15.10
14.70
2.44
2.36
1.00
2.04
5.15
5
3.08
2.52
7.55
9.65
9.65
15.70
13.98
2.36
2.28
1.00
2.04
3.92
6
3.08
4.28
4.88
7.85
9.65
15.10
13.63
2.72
2.20
0.95
2.12
3.68
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
3.08
3.80
4.64
8.60
9.50
23.54
14.15
2.60
2.12
0.95
2.12
3.44
8
3.20
6.95
5.90
6.20
18.92
18.71
13.45
3.44
2.12
0.95
2.04
3.44
9
3.20
4.16
5.30
6.80
10.55
17.90
8.30
2.72
2.04
0.95
2.04
3.32
10
3.80
3.44
5.15
5.30
14.50
12.40
7.40
2.44
2.04
0.90
2.44
2.60
11
3.68
3.56
4.40
4.76
9.80
14.50
8.75
2.28
1.96
0.85
2.28
3.20
12
3.68
3.08
4.16
15.70
8.15
15.30
6.95
2.20
1.88
0.85
2.12
3.20
13
3.56
3.80
7.85
12.92
8.60
22.91
6.50
2.20
1.80
0.80
2.12
3.32
14
3.56
3.08
4.40
12.75
8.75
18.10
6.35
2.20
1.80
0.80
1.96
3.32
15
3 56
2 84
4 40
7 40
12 58
31 75
11 18
2 04
1 72
0 80
1 96
3 32
.
.
.
.
.
.
.
.
.
.
.
.
16
3.56
10.70
4.88
5.75
14.33
13.27
8.00
2.04
1.72
0.75
2.04
3.32
17
3.56
4.28
8.00
10.25
15.50
14.33
6.50
2.12
1.72
0.70
1.96
3.32
18
3.44
3.80
9.80
11.18
16.50
16.90
4.40
2.04
1.64
0.60
1.96
2.60
19
3.44
3.92
7.70
12.58
22.70
15.90
3.80
2.12
1.56
0.55
1.96
3.08
20
3.44
3.56
5.30
21.23
13.80
10.55
3.68
2.44
1.56
0.60
1.88
3.32
21
3.20
3.44
6.65
13.80
10.40
14.15
3.56
5.75
1.48
0.60
1.80
3.08
22
3.20
4.76
6.05
10.55
8.75
15.30
3.44
3.92
1.48
0.65
1.88
3.20
23
3.56
4.52
4.28
6.95
8.30
22.91
3.56
3.20
1.40
0.60
1.88
3.08
24
3.44
4.52
4.04
6.20
9.65
18.10
3.32
5.15
1.32
0.55
1.88
3.08
25
3.08
8.75
3.80
8.00
11.18
31.75
3.20
5.45
1.24
0.60
1.88
3.08
26
3.08
15.90
3.32
9.05
34.75
13.27
3.08
3.68
1.24
1.00
1.88
3.08
27
3.80
21.02
3.80
12.58
28.00
14.33
3.08
3.32
1.24
1.16
1.80
2.96
28
5.75
12.58
8.60
17.30
56.94
16.90
2.84
2.84
1.24
1.56
1.80
2.96
29
4.52
13.63
9.35
23.33
26.56
15.90
2.84
2.84
1.24
1.64
2.84
30
3.92
11.87
9.50
36.68
17.50
8.75
2.84
4.40
1.24
1.16
2.72
31
11.87
21.02
17.90
2.84
1.16
0.95
2.84
----------
--------------
Total
105 15
189 19
198 43
384 34
497 66
518 28
221 37
88 59
55 16
27 71
55 92
100 79
2442 59 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.51
6.10
6.61
12.40
16.05
17.28
7.14
2.95
1.78
0.89
2.00
3.25
6.69 CMS
Max
5.75
21.02
16.50
36.68
56.94
31.75
14.70
5.75
3.20
1.64
2.44
5.15
56.94 CMS
Min
3.08
1.96
3.32
4.76
8.15
8.75
2.84
2.04
1.16
0.55
1.80
2.60
0.55 CMS
Runoff
9.09
16.35
17.14
33.21
43.00
44.78
19.13
7.65
4.77
2.39
4.83
8.71
211.04 MCM
137.05
Runoff Yield
85.80
1757.051
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 26.38 m. (MSL.), at 06.00 Hours, on Aug 28, 2012
Momentary Peak