Basic HTML Version
135
25
30
35
Flow ‐ CMS
Flow of Lam Takhong (M.43A)
at Ban Tha Maprang
Water Year 2012
10
15
20
0
5
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
0.00
0.00
1.00
0.98
2.70
6.50
9.10
2.05
1.90
0.99
1.30
0.04
2
0.00
0.00
1.75
0.96
1.90
5.10
7.70
1.90
1.60
0.99
1.90
0.80
3
0.00
0.00
2.20
3.50
1.60
4.30
9.30
1.75
1.30
1.00
1.30
1.00
4
0.00
0.00
7.70
3.10
1.15
3.30
7.50
1.60
1.15
0.96
0.99
4.30
5
0.00
0.00
3.50
6.10
1.00
3.30
6.30
1.60
1.15
0.96
0.95
2.35
6
0.00
0.00
2.20
9.30
1.00
6.10
5.90
1.45
1.15
1.00
0.93
1.30
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.00
0.04
1.45
5.10
1.00
11.50
6.30
1.45
1.00
1.00
0.92
0.96
8
0.01
1.00
1.15
6.50
0.99
13.10
14.30
1.45
1.00
1.00
0.90
1.15
9
0.03
0.93
1.30
3.90
0.98
8.90
17.89
1.75
1.00
1.00
0.89
0.90
10
0.99
0.87
1.00
2.35
0.99
12.30
12.10
1.75
1.00
0.99
0.90
0.87
11
1.45
0.78
2.90
1.60
0.99
9.90
9.30
1.60
0.99
0.98
0.88
0.83
12
1.00
0.04
3.50
1.60
0.96
7.30
7.90
1.90
1.00
0.96
0.89
0.81
13
1.00
0.05
2.35
1.30
0.94
7.30
6.50
2.50
1.00
0.95
0.88
0.80
14
1.00
0.05
2.05
2.20
0.94
6.30
5.90
1.75
0.99
0.95
0.87
0.78
15
1 45
0 03
1 45
9 10
1 30
9 30
5 30
1 00
0 96
0 96
0 89
0 80
.
.
.
.
.
.
.
.
.
.
.
.
16
1.00
0.04
1.15
5.70
1.30
10.30
4.90
1.60
0.96
0.95
0.87
0.05
17
1.15
0.80
1.45
2.90
1.30
14.10
4.30
1.45
0.95
0.94
0.83
0.06
18
0.84
0.89
1.90
1.75
1.60
9.70
3.90
1.00
0.94
0.96
0.83
0.90
19
0.81
1.15
1.45
1.60
4.50
8.90
3.50
0.99
0.93
0.96
0.80
0.86
20
0.06
0.96
1.15
1.45
5.70
9.50
3.10
0.99
0.93
0.96
0.77
0.78
21
0.06
0.93
1.15
1.15
3.50
9.50
2.70
1.00
1.00
0.94
0.90
0.77
22
0.04
0.88
0.99
0.99
2.90
9.90
2.35
1.00
1.15
0.94
0.98
0.05
23
0.02
0.83
0.96
0.96
2.05
11.70
2.35
1.75
0.99
0.95
0.92
0.04
24
0.02
2.05
0.93
0.94
3.10
13.90
2.20
1.60
1.15
0.88
0.92
0.02
25
0.01
8.70
0.93
0.96
3.70
11.70
3.10
5.30
1.30
0.93
0.86
0.02
26
0.00
2.70
0.93
1.30
10.70
10.50
2.20
5.10
1.15
1.15
0.78
0.02
27
0.00
2.35
0.93
3.10
6.50
28.74
2.05
6.90
0.92
1.45
0.05
0.01
28
0.00
3.90
0.93
2.05
9.70
21.76
2.05
3.90
1.15
1.30
0.04
0.01
29
0.00
3.10
0.94
3.30
16.30
25.25
1.90
3.50
1.30
1.45
0.01
30
0.00
1.75
0.94
6.10
11.70
9.30
1.60
2.50
1.30
1.45
0.01
31
1.45
4.30
8.90
1.60
1.30
1.30
0.00
----------
--------------
Total
10 94
36 27
52 23
96 14
111 89
319 25
175 09
64 08
34 61
32 20
24 94
21 30
978 94 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.36
1.17
1.74
3.10
3.61
10.64
5.65
2.14
1.12
1.04
0.89
0.69
2.68 CMS
Max
1.45
8.70
7.70
9.30
16.30
28.74
17.89
6.90
1.90
1.45
1.90
4.30
28.74 CMS
Min
0.00
0.00
0.93
0.94
0.94
3.30
1.60
0.99
0.92
0.88
0.04
0.00
0.00 CMS
Runoff
0.95
3.13
4.51
8.31
9.67
27.58
15.13
5.54
2.99
2.78
2.16
1.84
84.58 MCM
53.45 CMS. at 374.09 m. (MSL.) at 06.00 Hours , on Sep 27 , 2012
Runoff Yield
17.53
349.346
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak