Basic HTML Version
129
400
500
600
Flow ? CMS
Flow of Lam Se Bai (M.32)
at Ban Chiang Pheng
Water Year 2011
200
300
0
100
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
0.00
5.50
42.70
208.50
81.20
11.50
0.00
0.00
0.00
0.00
2
0.00
0.00
0.00
7.00
55.00
210.00
163.50
11.50
0.00
0.00
0.00
0.00
3
0.00
0.00
0.00
11.50
64.60
213.00
196.50
11.50
0.00
0.00
0.00
0.00
4
0.00
0.00
0.00
9.40
82.00
217.50
205.50
11.50
0.00
0.00
0.00
0.00
5
0.00
0.00
0.00
6.50
78.00
220.50
187.50
11.50
0.00
0.00
0.00
0.00
6
0.00
0.00
0.00
3.00
86.00
223.50
157.00
11.50
0.00
0.00
0.00
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.00
0.00
0.00
5.00
134.90
229.50
119.30
12.20
0.00
0.00
0.00
0.00
8
0.00
0.00
0.00
5.00
225.00
240.00
68.40
12.20
0.00
0.00
0.00
0.00
9
0.00
0.00
0.00
4.50
303.00
252.00
42.10
12.20
0.00
0.00
0.00
0.00
10
0.00
0.00
0.00
6.00
370.40
261.00
21.30
12.20
0.00
0.00
0.00
0.00
11
0.00
0.00
0.00
22.20
440.10
274.50
5.00
12.90
0.00
0.00
0.00
0.00
12
0.00
0.00
0.00
37.20
499.60
289.50
12.20
12.90
0.00
0.00
0.00
0.00
13
0.00
0.00
0.00
41.80
458.80
280.50
37.00
12.90
0.00
0.00
0.00
0.00
14
0.00
0.00
0.00
49.00
392.50
273.00
46.60
13.60
0.00
0.00
0.00
0.00
15
0 00
0 00
0 00
57 00
334 70
267 00
70 00
14 30
0 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
0.00
0.00
48.70
328.50
258.00
114.10
14.30
0.00
0.00
0.00
0.00
17
0.00
0.00
0.00
42.70
346.60
237.00
128.40
14.30
0.00
0.00
0.00
0.00
18
0.00
0.00
0.00
37.90
358.50
217.50
91.00
14.30
0.00
0.00
0.00
0.00
19
0.00
0.00
0.00
36.00
399.30
198.00
67.60
13.60
0.00
0.00
0.00
0.00
20
0.00
0.00
0.00
23.10
462.20
177.80
51.50
12.90
0.00
0.00
0.00
0.00
21
0.00
0.00
0.00
36.20
411.20
158.30
42.70
12.90
0.00
0.00
0.00
0.00
22
0.00
0.00
0.00
45.40
395.90
133.60
37.80
10.80
0.00
0.00
0.00
0.00
23
0.00
0.00
0.00
62.50
370.40
107.60
37.20
0.00
0.00
0.00
0.00
0.00
24
0.00
0.00
1.25
85.00
316.50
84.00
33.60
0.00
0.00
0.00
0.00
0.00
25
0.00
0.00
5.50
105.00
270.00
68.40
19.50
0.00
0.00
0.00
0.00
0.00
26
0.00
0.00
6.00
136.20
244.50
56.00
17.70
0.00
0.00
0.00
0.00
0.00
27
0.00
0.00
5.50
95.90
223.50
46.90
15.90
0.00
0.00
0.00
0.00
0.00
28
0.00
0.00
5.50
67.60
214.50
42.40
14.30
0.00
0.00
0.00
0.00
0.00
29
0.00
0.00
5.00
55.00
205.50
41.80
13.60
0.00
0.00
0.00
0.00
0.00
30
0.00
0.00
5.50
46.90
207.00
41.80
12.90
0.00
0.00
0.00
0.00
31
0.00
41.80
208.50
12.20
0.00
0.00
0.00
----------
--------------
Total
0 00
0 00
34 25
1236 50
8529 90
5529 10
2123 10
277 50
0 00
0 00
0 00
0 00 17730 35 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.00
0.00
1.14
39.89
275.16
184.30
68.49
9.25
0.00
0.00
0.00
0.00
48.44 CMS
Max
0.00
0.00
6.00
136.20
499.60
289.50
205.50
14.30
0.00
0.00
0.00
0.00
499.60 CMS
Min
0.00
0.00
0.00
3.00
42.70
41.80
5.00
0.00
0.00
0.00
0.00
0.00
0.00 CMS
Runoff
0.00
0.00
2.96
106.83
736.98
477.71
183.44
23.98
0.00
0.00
0.00
0.00
1531.90 MCM
518.30 CMS. at 128.09 m. (MSL.) at 15.00 Hours , on Aug 12 , 2011
Runoff Yield
29.43
314.885
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak