Basic HTML Version
101
120
140
160
180
Flow ‐ CMS
Flow of Lam Pao (E.75)
at Ban Nong Muang
Water Year 2012
60
80
100
0
20
40
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
8.40
9.60
53.50
22.10
8.40
7.80
8.40
6.40
1.80
5.04
4.80
4.80
2
8.00
9.60
53.50
21.20
8.40
7.20
8.00
6.40
1.80
5.04
4.80
4.80
3
7.40
9.40
57.00
19.70
8.40
6.20
7.00
5.28
1.80
5.04
4.80
4.68
4
7.40
9.60
62.50
18.50
8.40
5.52
6.40
4.80
1.92
5.04
4.80
4.56
5
7.40
9.60
65.00
17.60
8.40
5.16
5.88
3.84
1.92
5.04
4.80
4.56
6
7.40
9.80
70.50
16.75
8.40
5.04
5.64
3.24
2.04
4.92
4.80
4.44
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
7.40
10.00
93.60
17.60
8.40
5.28
5.04
2.64
3.12
4.92
4.80
4.44
8
7.40
9.80
118.40
20.60
8.20
6.60
4.56
2.04
3.84
4.92
4.80
4.44
9
7.40
9.60
137.00
22.10
5.88
8.00
3.84
1.44
4.44
4.92
4.68
4.32
10
7.40
20.00
143.20
24.20
5.64
7.60
3.84
1.44
4.44
4.92
4.68
4.32
11
7.40
35.00
143.20
28.10
5.64
7.40
4.44
1.44
5.04
4.80
4.68
4.32
12
7.40
36.20
155.60
28.40
5.64
7.40
4.44
1.44
4.56
4.80
4.68
4.20
13
7.40
35.80
155.60
27.20
5.64
7.40
4.44
1.56
4.44
4.80
4.68
4.20
14
7.40
34.20
118.40
26.00
5.64
7.00
4.44
1.56
4.44
4.80
4.68
4.20
15
7 40
33 40
52 50
25 40
5 64
8 00
4 44
1 56
4 44
4 68
4 68
4 08
.
.
.
.
.
.
.
.
.
.
.
.
16
7.40
33.40
24.80
24.20
5.52
14.75
3.84
1.56
4.56
4.68
4.68
4.08
17
7.40
32.60
28.70
22.70
5.52
24.80
3.84
1.68
4.56
4.68
4.56
4.08
18
7.40
31.80
49.50
20.60
5.52
25.10
3.84
1.68
4.56
4.68
4.56
3.96
19
7.40
31.80
65.50
17.60
5.40
24.80
3.84
1.68
4.68
4.68
4.56
3.96
20
7.40
31.80
68.50
13.25
5.28
23.60
3.84
1.68
4.68
4.56
4.56
3.96
21
7.40
31.40
61.00
10.20
5.04
22.40
3.24
1.80
4.68
4.56
4.56
3.84
22
7.40
31.00
53.50
8.80
5.04
19.70
3.24
1.80
4.68
4.56
4.56
3.84
23
7.40
31.00
53.50
8.40
5.64
15.75
3.24
1.80
4.68
4.56
4.56
3.72
24
8.80
31.80
47.50
8.40
6.40
13.50
3.24
1.80
4.68
4.68
4.44
3.72
25
9.40
33.00
41.00
8.40
9.00
10.40
2.64
1.80
4.80
4.68
4.44
3.60
26
9.40
33.00
32.60
8.20
19.10
8.40
2.64
1.80
4.80
4.68
4.44
3.60
27
9.60
33.00
26.30
8.20
16.25
8.40
2.64
1.80
4.80
4.68
4.44
3.60
28
9.60
44.20
24.20
8.20
9.20
8.40
2.64
1.68
4.80
4.68
4.44
3.48
29
9.60
64.00
22.70
8.20
5.40
8.40
2.64
1.68
4.80
4.80
3.48
30
9.60
58.00
22.10
8.40
6.20
8.40
2.64
1.68
4.92
4.80
3.48
31
56.00
8.40
7.80
2.64
5.04
4.80
3.48
----------
--------------
Total
237 80
889 40
2100 90
527 60
229 03
338 40
131 44
71 00
125 76
148 44
129 96
126 24
5055 97 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
7.93
28.69
70.03
17.02
7.39
11.28
4.24
2.37
4.06
4.79
4.64
4.07
13.85 CMS
Max
9.60
64.00
155.60
28.40
19.10
25.10
8.40
6.40
5.04
5.04
4.80
4.80
155.60 CMS
Min
7.40
9.40
22.10
8.20
5.04
5.04
2.64
1.44
1.80
4.56
4.44
3.48
1.44 CMS
Runoff
20.55
76.84
181.52
45.59
19.79
29.24
11.36
6.13
10.87
12.83
11.23
10.91
436.84 MCM
174.20
Runoff Yield
2.30
28.971
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 140.02 m. (MSL), at 06.00 Hours, on Jun 13, 2012
Momentary Peak