Basic HTML Version
93
50
60
70
Flow ‐ CMS
Flow of Lam Phaniang (E.68A)
at Ban Khong Po
Water Year 2012
20
30
40
0
10
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
0.67
0.77
18.90
0.73
0.73
9.84
1.60
3.36
2.40
0.33
0.00
0.00
2
0.67
0.77
30.80
0.73
0.70
10.02
0.57
3.54
2.00
0.33
0.00
0.00
3
0.67
0.73
39.92
0.73
0.67
10.92
1.20
3.36
1.80
0.33
0.00
0.00
4
0.63
0.73
31.18
0.77
0.67
10.74
0.90
3.18
1.60
0.27
0.00
0.00
5
0.63
0.73
16.20
2.60
0.67
10.56
1.20
3.36
1.00
0.20
0.00
0.00
6
0.60
0.73
10.56
23.70
0.63
10.20
1.00
3.54
0.93
0.17
0.00
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.60
0.70
16.20
37.26
0.60
11.64
1.20
3.18
0.83
0.13
0.00
0.00
8
0.60
0.70
21.90
36.88
0.67
22.20
1.80
2.80
0.87
0.10
0.00
0.00
9
0.60
0.67
33.08
24.00
0.77
30.80
2.60
2.80
0.93
0.10
0.00
0.00
10
0.60
0.67
41.82
17.40
0.77
36.88
2.20
2.60
0.93
0.10
0.00
0.00
11
0.60
0.67
46.00
11.64
0.97
41.44
1.60
2.20
0.90
0.03
0.00
0.00
12
0.60
0.63
36.88
9.12
2.80
46.88
1.80
2.00
0.90
0.00
0.00
0.00
13
0.60
0.63
16.20
7.32
2.60
51.72
2.00
1.80
0.87
0.00
0.00
0.00
14
0.57
0.60
8.40
6.24
2.00
57.44
1.80
1.40
0.80
0.00
0.00
0.00
15
0 57
0 60
4 44
5 88
1 00
50 84
1 80
0 90
0 70
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.53
0.60
2.80
6.42
0.60
23.70
2.40
1.80
0.67
0.00
0.00
0.00
17
0.50
0.63
2.20
4.62
1.40
16.80
2.00
1.00
0.57
0.00
0.00
0.00
18
0.47
0.63
2.00
3.54
0.90
11.82
1.60
0.97
0.57
0.00
0.00
0.00
19
0.50
0.70
2.00
2.20
0.87
8.04
1.40
0.97
0.53
0.00
0.00
0.00
20
0.50
0.67
1.40
1.40
0.87
6.60
1.20
0.93
0.53
0.00
0.00
0.00
21
0.50
0.67
0.93
0.97
0.87
7.32
1.00
0.93
0.53
0.00
0.00
0.00
22
0.43
0.70
0.97
0.93
0.83
6.06
1.40
0.90
0.50
0.00
0.00
0.00
23
0.43
0.73
0.90
0.87
0.80
5.52
1.20
0.87
0.47
0.00
0.00
0.00
24
0.40
0.70
0.87
0.83
0.80
5.88
1.40
0.90
0.43
0.00
0.00
0.00
25
0.40
0.70
0.80
0.87
1.20
4.98
1.60
0.90
0.43
0.00
0.00
0.00
26
0.37
0.77
0.77
0.77
2.60
4.80
1.80
0.93
0.40
0.00
0.00
0.00
27
0.37
0.83
0.77
0.77
3.36
4.26
1.80
1.20
0.40
0.00
0.00
0.00
28
0.37
1.80
0.77
0.77
3.54
3.72
2.20
2.00
0.40
0.00
0.00
0.00
29
0.40
4.08
0.77
0.77
3.90
3.18
2.80
4.08
0.40
0.00
0.00
30
0.60
7.86
0.77
0.77
5.52
3.00
3.18
3.00
0.37
0.00
0.00
31
11.28
0.77
8.58
3.18
0.37
0.00
0.00
----------
--------------
Total
15 98
43 68
391 20
212 27
52 89
527 80
53 43
61 40
25 03
2 09
0 00
0 00
1385 77 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.53
1.41
13.04
6.85
1.71
17.59
1.72
2.05
0.81
0.07
0.00
0.00
3.80 CMS
Max
0.67
11.28
46.00
37.26
8.58
57.44
3.18
4.08
2.40
0.33
0.00
0.00
57.44 CMS
Min
0.37
0.60
0.77
0.73
0.60
3.00
0.57
0.87
0.37
0.00
0.00
0.00
0.00 CMS
Runoff
1.38
3.77
33.80
18.34
4.57
45.60
4.62
5.31
2.16
0.18
0.00
0.00
119.73 MCM
58.76
Runoff Yield
2.78
43.079
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 198.79 m. (MSL), at 16.00 Hours, on Sep 14, 2012
Momentary Peak