Basic HTML Version
505
300
350
400
Flow ‐ CMS
Flow of Lam Phachi (K.62)
at Ban Nong Phai
Water Year 2012
100
150
200
250
0
50
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
0.40
2.20
1.80
1.50
31.40
3.50
78.50
26.90
14.60
3.50
3.40
3.30
2
0.40
2.30
1.70
1.40
19.30
3.40
55.50
15.40
13.20
3.50
3.40
3.30
3
0.40
2.30
1.70
1.40
14.20
3.40
31.00
12.40
11.80
3.50
3.40
3.30
4
0.40
2.30
1.60
1.60
12.00
3.40
26.20
11.00
10.40
3.50
3.40
3.30
5
0.64
2.30
1.40
1.70
9.80
3.40
21.40
10.00
9.40
3.50
3.40
3.30
6
0.82
2.30
1.30
2.20
8.00
11.00
22.00
9.20
8.60
3.50
3.40
3.30
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
2.30
2.30
1.30
2.20
7.10
11.60
16.60
8.60
7.85
3.50
3.40
3.30
8
0.70
2.30
1.20
2.10
6.35
11.60
52.00
7.85
7.55
3.50
3.40
3.30
9
0.88
2.30
1.10
2.00
6.05
10.80
377.00
7.25
7.55
3.40
3.40
3.30
10
0.70
2.20
1.00
2.00
5.90
10.20
310.20
7.10
7.55
3.40
3.40
3.30
11
0.32
2.20
0.94
2.00
6.35
8.60
239.50
7.10
6.35
3.40
3.30
3.30
12
0.24
2.20
0.94
2.00
7.10
7.55
193.80
7.10
5.75
3.40
3.30
3.30
13
0.24
2.20
0.94
2.00
6.05
8.00
131.90
10.20
5.75
3.40
3.30
3.30
14
0.24
2.20
0.88
2.00
5.30
7.85
89.80
9.40
5.75
3.40
3.30
3.30
15
0 24
2 20
0 88
2 00
5 45
15 40
66 00
7 70
5 60
3 40
3 30
3 30
.
.
.
.
.
.
.
.
.
.
.
.
16
0.24
2.20
0.88
2.00
6.05
48.50
54.00
7.10
5.60
3.40
3.30
3.30
17
0.24
5.45
0.88
2.00
5.90
40.00
42.50
7.10
5.60
3.40
3.30
3.30
18
0.24
30.60
0.88
2.00
5.75
34.20
34.60
11.20
5.30
3.40
3.30
3.30
19
1.80
27.25
1.20
2.00
5.30
27.95
28.30
33.40
4.70
3.40
3.30
3.30
20
1.90
14.20
4.00
2.00
5.00
41.50
23.75
96.20
4.40
3.40
3.30
3.30
21
1.40
8.00
3.40
1.90
5.00
42.50
20.50
67.20
4.40
3.40
3.30
3.30
22
1.60
5.60
2.90
2.00
5.30
20.50
17.80
39.50
4.40
3.40
3.30
3.30
23
3.40
4.90
2.80
2.00
5.30
16.60
15.80
26.90
4.30
3.40
3.30
3.30
24
3.60
4.80
2.70
2.00
4.80
17.50
14.60
21.40
4.40
3.40
3.30
3.30
25
2.90
4.70
2.50
2.00
4.70
11.20
17.80
19.00
4.10
3.40
3.30
3.30
26
2.30
4.60
2.20
3.50
4.60
11.20
18.40
17.20
3.60
3.40
3.30
3.30
27
2.20
4.50
2.00
8.60
4.50
22.00
14.40
16.60
3.60
3.40
3.30
3.30
28
2.20
4.40
1.80
21.70
4.30
65.40
13.00
16.30
3.60
3.40
3.30
3.30
29
2.20
3.20
1.70
29.40
4.00
156.00
11.80
18.70
3.50
3.40
3.30
30
2.30
2.00
1.60
33.40
3.60
82.70
10.60
16.30
3.50
3.40
3.30
31
1.90
37.50
3.60
12.20
3.50
3.40
3.30
----------
--------------
Total
37 44
162 10
50 12
182 10
228 05
757 45
2061 45
571 30
196 20
106 20
93 40
102 30
4548 11 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.25
5.23
1.67
5.87
7.36
25.25
66.50
19.04
6.33
3.43
3.34
3.30
12.46 CMS
Max
3.60
30.60
4.00
37.50
31.40
156.00
377.00
96.20
14.60
3.50
3.40
3.30
377.00 CMS
Min
0.24
1.90
0.88
1.40
3.60
3.40
10.60
7.10
3.50
3.40
3.30
3.30
0.24 CMS
Runoff
3.24
14.01
4.33
15.73
19.70
65.44
178.11
49.36
16.95
9.18
8.07
8.84
392.96 MCM
430.60 CMS. at 54.38 m. (MSL.) at 12.00 Hours , on Oct 9 , 2012
Runoff Yield
7.22
249.623
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak