Basic HTML Version
461
120
140
160
180
Flow ? CMS
Flow of Lam Muak Lek (S.7A)
at Ban Tharahad
Water Year 2011
60
80
100
0
20
40
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
1.60
4.20
1.20
2.00
5.40
10.70
49.50
1.40
1.40
1.20
1.40
1.60
2
1.00
2.60
1.20
2.00
8.80
18.90
46.00
1.60
1.40
1.20
1.40
1.60
3
1.20
2.40
2.40
2.00
9.90
11.90
49.50
2.20
1.20
1.00
1.40
1.40
4
2.00
2.20
2.20
2.20
8.10
12.30
50.20
2.40
1.20
1.40
1.20
1.20
5
1.20
2.00
2.00
2.00
6.70
9.10
51.60
2.00
1.00
1.40
1.40
1.40
6
1.20
2.00
2.00
2.00
5.70
8.40
49.50
1.80
1.20
1.20
1.40
1.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
2.00
1.80
2.00
1.80
5.10
7.70
39.00
1.00
1.40
1.40
1.40
1.20
8
2.60
1.60
2.20
2.00
4.50
7.70
42.50
1.60
1.20
1.40
1.40
1.20
9
4.20
1.40
2.00
1.80
4.50
14.70
46.00
1.80
1.20
1.20
1.40
1.20
10
1.80
1.20
1.80
1.60
4.80
161.40
42.50
2.20
1.40
1.40
1.40
1.20
11
1.40
1.00
2.00
1.80
5.70
158.10
46.00
1.80
1.20
1.40
1.20
1.20
12
1.20
1.00
2.20
1.60
5.40
135.80
39.00
1.60
1.00
1.20
1.20
1.40
13
2.00
1.20
1.80
1.60
4.80
62.80
49.50
1.40
1.20
1.20
1.40
1.20
14
2.80
1.80
2.00
1.60
7.40
64.20
50.20
1.40
1.40
1.40
1.40
1.40
15
1 20
2 40
1 80
1 60
11 10
34 80
36 00
1 40
1 20
1 20
1 40
1 40
.
.
.
.
.
.
.
.
.
.
.
.
16
1.20
1.20
1.80
1.40
7.70
27.50
41.80
1.20
1.20
1.40
1.40
1.40
17
1.20
1.20
1.60
1.20
9.10
33.00
2.60
1.20
1.20
1.40
1.40
1.40
18
0.90
2.60
1.80
1.20
8.10
35.40
2.60
1.20
1.20
1.20
1.40
1.20
19
1.20
2.60
1.40
1.60
7.70
23.10
2.20
1.00
1.40
1.00
1.20
1.20
20
1.00
2.60
1.60
8.40
8.80
2.40
2.60
1.20
1.40
1.20
1.20
1.20
21
1.80
2.60
1.80
7.10
7.70
2.80
2.00
1.40
1.20
1.20
1.20
1.40
22
2.00
2.20
2.00
14.70
6.70
46.00
1.80
1.40
1.40
1.40
1.20
1.40
23
1.40
1.20
2.00
7.10
5.70
52.30
1.80
1.20
1.40
1.40
1.40
1.40
24
1.20
1.20
2.00
10.70
5.10
53.00
2.20
1.00
1.20
1.40
1.40
1.40
25
1.20
1.00
2.00
8.40
4.80
46.00
1.80
1.20
1.20
1.20
1.40
1.20
26
1.00
1.80
2.00
7.40
9.50
30.20
2.20
1.40
1.40
1.20
1.20
1.40
27
2.80
2.60
2.00
9.50
18.40
35.40
2.00
1.20
1.40
1.40
1.40
1.40
28
1.80
3.00
2.00
5.40
12.70
50.90
1.40
1.20
1.20
1.40
1.40
1.40
29
2.00
2.40
2.80
4.80
9.50
18.90
1.40
1.20
1.40
1.20
1.40
1.40
30
3.00
2.00
2.00
5.40
10.30
19.80
1.60
1.20
1.40
1.40
1.20
31
1.00
4.80
8.80
1.20
1.20
1.20
1.20
----------
--------------
Total
51 10
60 00
57 60
126 70
238 50
1195 20
758 20
43 80
39 40
39 80
39 00
41 20
2690 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.70
1.90
1.90
4.10
7.70
39.80
24.50
1.50
1.30
1.30
1.30
1.30
7.40 CMS
Max
4.20
4.20
2.80
14.70
18.40
161.40
51.60
2.40
1.40
1.40
1.40
1.60
161.40 CMS
Min
0.90
1.00
1.20
1.20
4.50
2.40
1.20
1.00
1.00
1.00
1.20
1.20
0.90 CMS
Runoff
4.42
5.18
4.98
10.95
20.61
103.27
65.51
3.78
3.40
3.44
3.37
3.56
232.46 MCM
275.20 CMS. at 45.32 m. (MSL.) at 21.00 Hours , on Sep 10 , 2011
Runoff Yield
12.67
474.368
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak