Basic HTML Version
157
30
35
40
Flow ? CMS
Flow of Lam Ta Khong (M.164)
at Ban Send Mari
Water Year 2011
10
15
20
25
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
0.91
4.50
6.10
0.06
6.10
11.00
19.00
4.10
0.37
7.85
1.15
2.20
2
1.15
2.50
9.65
1.15
8.30
10.55
19.50
4.10
0.64
13.25
1.30
2.90
3
1.30
6.10
3.70
0.64
8.75
9.65
25.50
3.70
1.15
14.15
1.30
1.75
4
1.90
8.30
1.75
1.45
5.70
10.10
23.50
2.90
1.15
10.55
1.45
3.30
5
2.50
4.50
6.10
2.35
1.45
7.40
20.50
2.20
1.00
10.10
1.45
4.10
6
11.00
6.10
7.85
2.05
1.75
2.90
22.00
2.05
0.91
10.55
1.45
5.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
8.30
4.10
1.90
0.05
3.70
1.75
25.50
2.05
0.82
10.55
2.35
2.35
8
5.30
2.05
4.10
0.00
1.00
1.75
25.50
1.75
0.82
8.30
1.30
4.10
9
4.10
1.45
3.70
1.00
0.10
1.90
25.50
4.50
0.73
6.10
2.90
4.10
10
4.10
3.30
2.35
2.90
3.30
8.30
27.15
8.30
0.09
3.70
4.10
5.70
11
4.10
2.90
1.30
8.30
9.65
31.55
28.25
11.00
0.00
5.70
1.90
13.70
12
2.90
2.05
0.82
5.70
6.10
34.30
32.65
11.00
0.00
5.70
2.05
9.65
13
1.75
1.30
0.19
8.30
5.30
31.55
35.95
7.85
0.00
6.10
2.05
8.75
14
1.75
2.05
1.75
10.10
8.30
29.35
34.30
5.30
0.00
6.50
2.05
8.30
15
1 60
1 00
2 50
11 00
9 20
27 15
27 70
3 70
2 20
9 20
2 05
8 30
.
.
.
.
.
.
.
.
.
.
.
.
16
1.75
2.20
1.75
9.20
11.00
27.70
28.25
2.90
1.75
10.10
2.20
5.30
17
2.35
4.90
0.64
8.75
14.60
27.15
25.50
2.90
1.00
8.75
5.30
4.50
18
2.50
3.30
0.55
6.50
15.05
21.50
27.70
2.20
1.00
8.75
1.60
2.20
19
6.95
1.45
0.55
5.30
11.00
14.60
29.35
4.10
1.75
10.55
4.90
1.90
20
8.75
2.90
0.55
6.50
8.30
11.45
31.55
9.65
1.75
17.50
4.10
1.90
21
2.50
2.90
0.55
5.30
6.10
9.65
31.00
6.10
1.45
27.15
2.35
0.64
22
1.60
1.30
1.00
4.50
3.70
9.20
27.70
1.60
1.45
23.00
3.30
0.91
23
1.60
1.30
2.35
6.50
6.10
9.65
21.50
1.60
1.60
16.50
4.90
1.15
24
1.60
1.60
2.35
14.60
1.60
11.90
9.20
2.90
2.90
6.10
4.10
1.00
25
1.75
4.50
2.50
12.35
6.50
11.90
8.75
2.90
2.35
3.30
3.30
1.00
26
1.75
8.75
2.20
10.55
1.15
11.45
1.15
2.35
2.20
2.20
3.70
0.91
27
1.90
8.30
1.60
13.25
1.90
13.70
4.50
2.50
2.20
1.75
4.50
0.91
28
1.00
7.40
4.50
12.80
11.00
15.05
5.30
3.30
2.20
1.75
1.30
0.82
29
1.30
6.10
4.50
11.45
16.00
16.00
6.50
1.60
2.20
1.90
1.30
0.82
30
2.90
9.20
4.90
8.30
14.60
18.00
4.90
1.00
2.35
1.60
1.00
31
8.75
2.35
12.35
3.30
3.30
1.30
2.20
----------
--------------
Total
92 86
127 05
84 25
193 25
219 65
448 10
658 65
122 10
41 33
270 50
75 70
112 06
2445 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.10
4.10
2.81
6.23
7.09
14.94
21.25
4.07
1.33
8.73
2.61
3.61
6.68 CMS
Max
11.00
9.20
9.65
14.60
16.00
34.30
35.95
11.00
3.30
27.15
5.30
13.70
35.95 CMS
Min
0.91
1.00
0.19
0.00
0.10
1.75
1.15
1.00
0.00
1.30
1.15
0.64
0.00 CMS
Runoff
8.02
10.98
7.28
16.70
18.98
38.72
56.91
10.55
3.57
23.37
6.54
9.68
211.29 MCM
40.10
Runoff Yield
2.22
13.313
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 177.16 m. (MSL), at 21.00 Hours, on Oct 13, 2011
Momentary Peak