Basic HTML Version
521
100
120
140
Flow ? CMS
Flow of Lam Phachi (K.62)
at Ban Nong Phai
Water Year 2011
40
60
80
0
20
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
2.50
9.00
13.05
5.63
17.88
6.09
6.72
33.05
6.56
2.60
1.87
0.86
2
2.36
11.40
24.10
5.32
44.80
6.09
6.41
28.85
6.56
2.60
1.87
0.86
3
2.29
9.40
13.80
4.85
49.25
5.94
6.25
25.62
6.41
2.50
1.87
0.86
4
2.29
12.55
38.83
4.70
29.55
5.94
6.56
22.90
6.41
2.50
1.87
0.86
5
3.30
10.60
34.10
6.09
20.62
5.78
7.64
20.62
6.25
2.43
1.87
0.86
6
3.74
10.00
20.62
8.80
16.05
5.78
9.60
18.96
6.25
2.36
1.87
0.86
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
4.58
9.20
16.80
6.41
13.55
5.63
33.75
17.07
6.09
2.36
1.87
0.80
8
6.41
10.40
14.05
5.63
11.80
5.01
117.10
16.05
5.47
2.29
1.87
0.80
9
5.32
9.20
12.05
4.70
11.00
4.58
129.20
15.05
4.34
2.22
1.87
0.80
10
4.85
8.40
11.00
4.10
10.40
5.32
71.62
14.05
4.22
2.01
1.80
0.80
11
5.47
8.40
10.20
3.86
9.80
8.80
58.08
13.55
4.22
1.87
1.66
0.86
12
4.70
8.20
9.20
3.50
9.60
22.30
70.68
12.80
4.10
1.73
1.52
0.80
13
3.98
10.40
8.60
3.30
9.20
27.54
78.78
11.80
3.86
1.73
1.45
0.80
14
3.40
21.74
8.80
3.20
8.80
20.34
75.42
11.00
3.74
1.73
1.38
0.80
15
3 20
30 95
8 60
3 10
10 60
15 05
52 98
10 20
3 62
1 73
1 31
0 80
.
.
.
.
.
.
.
.
.
.
.
.
16
3.00
35.87
8.80
3.10
10.20
12.30
60.70
9.80
3.50
1.73
1.31
0.80
17
2.70
28.85
8.40
3.10
9.40
11.00
58.94
9.40
3.50
1.73
1.31
0.80
18
2.29
24.40
8.00
3.10
8.80
10.00
92.00
9.20
3.40
1.80
1.31
0.80
19
2.43
22.90
10.60
3.00
8.20
9.40
74.46
8.80
3.40
1.94
1.31
0.80
20
7.49
19.50
10.40
2.90
7.80
8.60
55.08
8.60
3.30
1.87
1.31
0.80
21
5.16
16.80
10.20
3.10
7.49
8.20
48.43
8.20
3.20
1.87
1.31
0.80
22
3.50
15.05
13.05
3.86
7.18
7.80
49.66
7.80
3.10
1.87
1.31
0.80
23
3.00
13.80
14.05
5.32
7.02
7.64
43.60
7.49
3.10
1.87
0.98
0.80
24
2.70
12.30
10.60
6.72
6.41
7.49
39.60
7.64
3.00
1.87
0.86
0.80
25
6.56
11.40
8.80
7.02
6.09
7.49
32.00
8.00
3.00
1.87
0.86
0.80
26
13.55
13.80
7.33
5.78
6.09
8.20
37.72
7.18
2.90
1.87
0.86
0.80
27
12.55
17.61
7.02
6.41
6.09
9.60
33.75
6.72
2.80
1.87
0.86
0.80
28
8.20
14.55
8.00
6.09
6.41
8.80
30.60
6.72
2.80
1.87
0.86
0.80
29
10.40
12.80
7.64
5.94
7.02
7.80
42.40
6.56
2.70
1.87
0.86
0.80
30
14.05
11.20
6.41
4.46
7.02
7.18
47.20
6.56
2.60
1.87
0.80
31
11.60
6.87
6.41
39.60
2.60
1.87
0.80
----------
--------------
Total
155 97
462 27
383 10
149 96
390 53
281 69
1516 53
390 24
127 00
62 30
41 26
25 22
3986 07 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.20
14.91
12.77
4.84
12.60
9.39
48.92
13.01
4.10
2.01
1.42
0.81
10.89 CMS
Max
14.05
35.87
38.83
8.80
49.25
27.54
129.20
33.05
6.56
2.60
1.87
0.86
129.20 CMS
Min
2.29
8.20
6.41
2.90
6.09
4.58
6.25
6.56
2.60
1.73
0.86
0.80
0.80 CMS
Runoff
13.48
39.94
33.10
12.96
33.74
24.34
131.03
33.72
10.97
5.38
3.57
2.18
344.40 MCM
159.14 CMS. at 53.42 m. (MSL.) at 21.00 Hours , on Oct 8 , 2011
Runoff Yield
6.31
92.255
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak