Basic HTML Version
99
20
25
Flow ‐ CMS
Flow of Lam Chao (E.73)
at Ban Wang Taku
Water Year 2012
10
15
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
1.00
1.45
23.30
2.25
2.45
2.90
2.55
2.35
2.25
1.60
2.00
0.25
2
0.95
1.40
12.20
2.25
2.35
2.65
2.50
2.25
2.25
1.60
1.95
0.20
3
0.90
1.35
3.75
2.20
2.30
2.40
2.55
2.20
2.20
1.50
1.90
0.15
4
0.85
1.75
3.45
2.20
2.30
3.80
6.00
2.20
2.20
1.40
1.95
0.15
5
0.80
1.95
7.20
2.25
2.25
5.20
3.45
2.20
2.20
1.35
1.95
0.00
6
1.40
2.10
2.95
2.30
2.20
3.40
3.30
2.20
2.25
1.30
1.95
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
1.25
2.20
2.85
2.20
2.25
10.60
4.40
2.25
2.30
1.25
1.95
0.00
8
1.45
2.55
3.35
2.50
2.35
12.04
2.95
2.25
2.20
1.20
1.85
0.00
9
1.60
2.30
3.50
2.40
2.30
5.10
4.00
2.25
2.20
1.20
1.80
0.00
10
1.70
2.20
2.75
2.25
2.35
4.10
3.70
2.25
2.15
1.15
1.70
0.00
11
1.85
2.15
2.50
2.20
2.40
5.00
2.75
2.25
2.15
1.10
1.60
0.00
12
2.00
2.20
2.35
2.65
2.35
3.40
2.50
2.25
2.10
1.05
1.50
0.00
13
2.00
2.10
2.25
2.70
2.40
17.90
2.45
2.20
2.10
0.95
1.35
0.00
14
2.00
2.10
2.20
2.40
2.40
13.96
2.35
2.20
2.10
0.90
1.30
0.00
15
1 95
2 05
2 20
2 30
2 40
8 70
2 35
2 20
2 10
0 85
1 15
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
2.15
2.15
2.15
2.25
2.35
3.95
2.30
2.15
2.10
0.80
1.05
0.00
17
2.20
2.90
2.20
2.20
2.30
3.10
2.30
2.15
2.10
0.75
0.90
0.00
18
2.10
5.20
2.20
2.20
2.30
2.75
2.30
2.15
2.05
0.70
0.85
0.00
19
2.05
2.70
2.20
2.15
2.25
2.60
2.30
2.15
2.05
0.65
0.80
0.00
20
2.05
2.75
2.15
2.10
3.20
2.90
2.30
2.15
2.05
0.65
0.75
0.00
21
2.00
2.40
2.15
2.15
2.65
7.00
2.30
2.15
2.05
0.60
0.70
0.00
22
2.00
2.20
2.15
2.15
2.45
4.60
2.30
2.15
2.05
0.55
0.65
0.00
23
1.95
2.15
2.15
2.10
2.35
3.45
2.25
2.15
2.05
0.50
0.60
0.00
24
1.90
2.10
2.30
2.10
3.00
2.90
2.25
2.15
2.05
0.45
0.55
0.00
25
1.85
2.20
2.30
2.10
5.70
2.75
2.25
2.25
2.00
0.45
0.50
0.00
26
1.75
2.20
2.25
2.15
3.10
2.65
2.20
2.70
2.00
0.45
0.50
0.00
27
1.65
2.15
3.10
2.30
2.80
2.55
2.20
2.40
1.90
0.45
0.50
0.00
28
1.55
21.68
2.60
2.45
2.55
2.55
2.20
2.25
1.90
0.60
0.45
0.00
29
1.50
21.86
2.35
3.20
2.45
2.60
2.15
2.25
1.80
1.00
0.00
30
1.45
16.84
2.25
2.85
2.80
2.55
2.15
2.20
1.75
2.15
0.00
31
6.40
2.70
2.95
2.15
1.70
2.10
0.00
----------
--------------
Total
49 85
127 73
111 30
72 20
80 25
150 05
83 70
66 90
64 35
31 25
34 70
0 75
873 03 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.66
4.12
3.71
2.33
2.59
5.00
2.70
2.23
2.08
1.01
1.24
0.02
2.39 CMS
Max
2.20
21.86
23.30
3.20
5.70
17.90
6.00
2.70
2.30
2.15
2.00
0.25
23.30 CMS
Min
0.80
1.35
2.15
2.10
2.20
2.40
2.15
2.15
1.70
0.45
0.45
0.00
0.00 CMS
Runoff
4.31
11.04
9.62
6.24
6.93
12.96
7.23
5.78
5.56
2.70
3.00
0.07
75.43 MCM
34.80
Runoff Yield
9.53
138.645
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 251.94 m. (MSL), at 13.00 Hours, on May 28, 2012
Momentary Peak