Basic HTML Version
213
100
120
140
Flow ‐ CMS
Flow of Khlong Suan Mak
(P.47)
at Ban Pong Nam Ron
Water Year 2012
40
60
80
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
1.77
0.70
3.78
2.25
4.30
5.40
20.72
9.81
6.00
3.12
2.75
1.25
2
1.77
0.75
3.42
2.25
3.95
5.20
23.00
7.74
5.60
3.12
2.63
1.32
3
1.77
0.85
2.63
2.25
3.95
7.50
21.05
7.25
5.40
3.00
2.50
1.70
4
1.85
1.55
2.25
2.37
3.78
5.80
19.05
7.00
5.20
3.00
2.50
2.63
5
1.85
1.85
2.13
2.13
3.78
6.00
18.35
7.99
5.00
3.00
2.37
2.63
6
2.13
3.78
2.00
2.63
3.78
52.90
17.65
6.60
4.83
2.88
2.25
2.13
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
2.25
4.30
2.25
2.63
3.60
122.80
15.90
6.20
4.65
2.88
2.25
1.93
8
2.37
2.37
15.20
2.25
3.60
73.13
22.03
6.00
4.47
2.88
2.13
1.77
9
2.37
2.13
5.00
2.13
5.20
41.35
96.75
6.40
4.30
2.75
2.00
1.70
10
2.25
1.93
3.60
2.13
6.40
33.50
93.35
6.00
4.13
2.75
2.00
1.62
11
2.13
1.85
3.00
2.25
6.80
28.00
57.60
6.00
4.13
2.75
1.93
1.48
12
2.00
1.77
2.50
2.13
5.20
28.90
41.35
7.25
4.30
2.63
1.93
1.15
13
2.00
1.70
2.37
4.30
4.83
28.90
34.50
9.48
4.30
2.63
1.85
1.10
14
1.93
1.70
2.13
3.78
5.00
28.90
28.90
7.00
4.13
2.50
1.77
1.05
15
1 93
1 70
2 00
2 88
5 00
31 15
22 68
6 20
3 95
2 50
1 70
1 00
.
.
.
.
.
.
.
.
.
.
.
.
16
4.30
1.70
1.93
2.50
4.65
27.50
19.75
5.80
3.78
2.50
1.55
2.13
17
1.93
2.25
1.93
2.25
4.13
21.05
17.30
5.40
3.78
2.50
1.77
3.60
18
2.25
2.25
2.00
2.13
3.78
17.30
15.55
5.20
3.60
2.37
2.13
2.13
19
2.00
2.37
1.93
2.75
3.42
14.50
14.50
5.40
3.60
2.37
2.25
1.77
20
1.85
5.60
3.00
2.88
3.78
12.10
13.10
5.20
3.60
2.37
2.25
1.25
21
1.70
2.75
3.12
2.50
4.47
11.44
11.77
5.00
3.60
2.37
2.37
1.10
22
1.40
2.13
2.88
2.25
3.42
11.11
11.11
7.00
3.42
2.37
2.00
1.05
23
0.90
1.93
2.50
2.13
3.12
11.44
10.46
5.60
3.42
2.37
1.85
1.05
24
0.65
1.85
2.25
2.25
4.13
11.44
9.81
5.40
3.42
2.25
1.77
1.05
25
0.65
2.37
2.13
3.95
9.23
17.65
9.23
8.98
3.42
2.25
1.70
1.00
26
0.60
2.13
2.00
5.00
7.74
12.75
8.74
7.99
3.25
2.25
1.55
0.95
27
0.65
3.00
2.13
4.30
7.00
10.46
8.24
6.40
3.25
2.25
1.40
0.95
28
0.60
5.20
2.63
4.65
7.00
14.15
7.99
5.80
3.12
2.13
1.32
0.95
29
0.55
7.74
2.88
5.00
8.24
56.90
7.50
7.50
3.12
2.25
0.95
30
0.55
12.42
2.37
4.65
7.74
34.00
7.25
6.20
3.12
2.37
0.95
31
4.47
4.30
6.20
11.11
3.12
2.50
0.90
----------
--------------
Total
50 95
89 09
89 94
91 85
157 22
783 22
716 29
199 79
125 01
79 86
56 47
46 24
2485 93 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.70
2.87
3.00
2.96
5.07
26.11
23.11
6.66
4.03
2.58
2.02
1.49
6.81 CMS
Max
4.30
12.42
15.20
5.00
9.23
122.80
96.75
9.81
6.00
3.12
2.75
3.60
122.80 CMS
Min
0.55
0.70
1.93
2.13
3.12
5.20
7.25
5.00
3.12
2.13
1.32
0.90
0.55 CMS
Runoff
4.40
7.70
7.77
7.94
13.58
67.67
61.89
17.26
10.80
6.90
4.88
4.00
214.78 MCM
164.30 CMS. at 146.86 m. (MSL.) at 21.00 Hours , on Oct 9 , 2012
Runoff Yield
12.87
310.586
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak