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16
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Flow ‐ CMS
Flow of Lam Takhong (M.38C)
at Ban Khlong Phai
Water Year 2012
6
8
10
12
0
2
4
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
17.55
7.95
5.60
14.85
10.50
12.45
0.63
10.05
3.16
3.56
5.10
9.90
2
17.40
7.95
5.60
14.85
9.00
9.00
0.90
8.85
3.16
3.56
5.10
10.05
3
17.40
7.95
5.60
14.70
9.00
8.25
2.00
8.55
3.16
3.56
5.10
10.50
4
17.25
7.95
5.60
13.80
9.00
8.25
2.00
8.55
2.76
3.56
5.10
9.75
5
17.25
7.95
4.76
13.80
9.00
8.25
2.00
8.55
2.60
3.56
5.10
5.60
6
17.25
6.45
4.20
13.80
9.00
8.25
1.40
8.55
2.60
3.56
5.30
5.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
17.10
5.80
4.20
13.95
9.00
5.50
0.95
8.85
2.60
3.56
5.80
5.40
8
13.35
5.80
4.44
14.85
9.60
5.00
0.75
8.85
2.60
3.56
7.65
5.70
9
11.25
5.80
4.44
14.55
9.75
5.00
0.54
8.85
2.60
3.56
10.50
6.30
10
11.25
5.80
4.44
14.70
9.75
5.00
0.48
4.92
2.60
3.56
10.50
6.30
11
11.25
6.45
4.44
16.65
9.75
5.00
0.45
3.00
2.60
3.56
10.35
7.35
12
11.25
6.00
4.44
16.65
9.75
5.00
0.45
2.68
4.44
3.56
10.35
8.40
13
11.25
5.80
4.36
15.60
9.75
4.20
0.81
2.68
5.10
3.56
10.35
8.40
14
11.25
5.80
4.36
15.60
9.75
3.64
1.52
4.60
5.10
4.12
10.35
8.40
15
12 00
5 70
4 36
15 60
9 75
3 64
2 76
4 36
5 10
5 50
9 90
8 40
.
.
.
.
.
.
.
.
.
.
.
.
16
11.70
9.15
4.36
15.60
9.45
3.64
4.28
3.80
5.10
7.05
9.00
8.40
17
10.95
6.30
4.36
15.60
13.80
3.64
5.30
5.00
4.60
10.65
9.00
8.40
18
10.80
5.80
4.36
15.60
14.85
2.84
5.50
5.00
4.04
10.20
8.70
8.40
19
9.45
5.80
4.36
15.45
13.20
2.68
5.50
3.24
4.04
6.30
7.80
8.40
20
9.75
5.80
4.36
15.45
12.75
2.68
5.50
2.84
4.04
4.84
7.80
8.40
21
9.00
5.80
4.36
15.45
12.75
2.68
5.50
2.84
4.04
4.84
7.80
8.40
22
8.25
5.70
4.44
15.45
12.75
2.68
8.55
2.84
4.04
4.84
7.50
8.40
23
8.25
5.70
4.44
15.45
12.75
2.68
11.10
2.84
4.04
4.84
7.50
8.40
24
8.10
5.70
5.00
15.45
12.75
2.68
11.40
2.84
4.04
4.84
7.50
8.40
25
8.10
5.70
7.20
15.45
12.75
2.68
11.40
3.48
4.04
4.84
7.50
8.40
26
8.10
5.70
7.20
15.45
12.75
2.68
11.40
3.64
4.20
4.84
7.50
8.40
27
7.95
5.70
7.20
15.45
12.75
3.40
11.40
3.24
4.20
4.84
8.55
8.40
28
7.95
5.70
7.20
15.45
12.45
1.58
11.40
3.16
3.80
4.84
9.90
9.45
29
7.95
5.70
13.05
15.45
12.45
0.90
11.40
3.16
3.64
4.84
10.20
30
7.95
5.70
15.00
14.70
12.45
0.69
11.40
3.16
3.56
4.84
10.20
31
5.70
14.55
12.45
10.50
3.56
5.00
10.20
----------
--------------
Total
348 30
194 80
167 73
469 95
345 45
134 56
159 17
152 97
115 16
148 34
222 60
256 90
2715 93 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
11.61
6.28
5.59
15.16
11.14
4.49
5.13
5.10
3.71
4.79
7.95
8.29
7.44 CMS
Max
17.55
9.15
15.00
16.65
14.85
12.45
11.40
10.05
5.10
10.65
10.50
10.50
17.55 CMS
Min
7.95
5.70
4.20
13.80
9.00
0.69
0.45
2.68
2.60
3.56
5.10
5.40
0.45 CMS
Runoff
30.09
16.83
14.49
40.60
29.85
11.63
13.75
13.22
9.95
12.82
19.23
22.20
234.66 MCM
23.60 CMS. at 246.38 m. (MSL.) at 19.00 Hours , on May 16, 2012
Runoff Yield
5.76
18.266
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak