Basic HTML Version
127
350
400
450
500
Flow ? CMS
Flow of Lam Chi (M.26A)
at Ban La Lon
Water Year 2011
150
200
250
300
0
50
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
1.66
1.66
1.74
7.80
9.50
57.00
189.50
156.30
4.70
2.11
1.99
1.78
2
1.66
1.66
1.78
8.80
9.50
57.40
190.25
137.25
4.30
2.07
1.99
1.78
3
1.66
1.66
1.78
8.90
9.70
57.60
195.50
113.10
4.10
2.07
1.99
1.78
4
1.66
1.66
1.78
9.30
9.80
57.40
211.30
93.60
3.70
2.07
1.99
1.78
5
1.66
1.66
1.78
9.30
10.00
57.40
222.00
76.00
3.14
2.03
1.99
1.78
6
1.66
1.66
1.82
9.30
10.00
57.60
230.00
63.40
3.14
1.99
1.99
1.78
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.66
1.66
1.82
9.30
10.10
58.00
234.20
55.40
3.10
1.99
1.99
1.78
8
1.66
1.66
1.82
9.30
10.10
58.40
231.00
46.20
3.14
1.99
1.99
1.78
9
1.66
1.66
1.82
9.30
10.20
59.20
231.00
40.10
3.14
1.99
1.86
1.78
10
1.66
1.66
1.82
9.00
10.20
60.00
226.00
34.50
3.10
1.99
1.78
1.78
11
1.66
1.66
1.82
8.80
10.30
63.80
225.00
30.54
2.98
1.99
1.78
1.78
12
1.66
1.66
1.82
8.80
10.60
72.75
229.00
28.92
2.69
1.99
1.78
1.78
13
1.66
1.66
1.82
8.80
10.60
106.34
231.00
26.60
2.61
1.99
1.78
1.78
14
1.66
1.66
1.82
8.80
10.60
148.10
239.70
24.64
2.49
1.99
1.78
1.78
15
1 66
1 66
1 82
8 80
10 60
177 55
254 00
22 68
2 49
1 99
1 78
1 78
.
.
.
.
.
.
.
.
.
.
.
.
16
1.66
1.66
1.82
8.80
10.70
186.50
273.60
20.44
2.44
1.99
1.78
1.78
17
1.66
1.66
1.82
8.80
11.00
194.00
302.40
18.76
2.32
1.99
1.78
1.78
18
1.66
1.66
1.82
8.30
11.40
194.75
351.20
16.52
2.32
1.99
1.78
1.78
19
1.66
1.66
1.82
6.80
11.80
197.00
398.00
14.28
2.32
1.99
1.78
1.78
20
1.66
1.66
1.86
5.80
12.40
193.25
429.30
12.70
2.32
1.99
1.78
1.78
21
1.66
1.66
1.86
5.80
20.72
178.00
453.00
11.90
2.28
1.99
1.78
1.66
22
1.66
1.66
1.99
5.80
54.00
157.50
449.00
11.10
2.28
2.07
1.78
1.49
23
1.66
1.66
2.28
5.80
61.20
112.58
419.80
10.10
2.24
2.03
1.78
1.49
24
1.66
1.66
2.28
5.80
60.60
106.86
390.80
9.50
2.15
1.99
1.78
1.49
25
1.66
1.66
2.28
5.80
57.60
109.46
354.80
8.60
2.15
1.99
1.78
1.49
26
1.66
1.66
2.57
6.10
55.40
110.50
320.00
7.80
2.15
1.99
1.78
1.49
27
1.66
1.66
4.30
6.30
53.40
131.40
282.00
6.70
2.15
1.99
1.78
1.49
28
1.66
1.66
6.40
6.30
54.00
173.50
243.00
5.90
2.15
1.99
1.78
1.49
29
1.66
1.66
6.80
6.70
54.40
180.20
213.00
5.90
2.15
1.99
1.78
1.49
30
1.66
1.66
7.30
7.70
55.60
187.70
195.50
5.10
2.11
1.99
1.49
31
1.66
9.30
56.40
176.65
2.11
1.99
1.49
----------
--------------
Total
49 80
51 46
74 26
244 20
792 42
3561 74
8591 50
1114 53
84 46
62 21
53 38
52 16 14732 12 CMSDAY
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.
Mean
1.66
1.66
2.48
7.88
25.56
118.72
277.15
37.15
2.72
2.01
1.84
1.68
40.25 CMS
Max
1.66
1.66
7.30
9.30
61.20
197.00
453.00
156.30
4.70
2.11
1.99
1.78
453.00 CMS
Min
1.66
1.66
1.74
5.80
9.50
57.00
176.65
5.10
2.11
1.99
1.78
1.49
1.49 CMS
Runoff
4.30
4.45
6.42
21.10
68.47
307.73
742.31
96.30
7.30
5.38
4.61
4.51
1272.86 MCM
463.00 CMS. at 138.84 m. (MSL.) at 06.00 Hours , on Oct 22 , 2011
Runoff Yield
13.16
151.406
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak