93
300
350
400
450
Flow ? CMS
Flow of Lam Pao (E.75)
at Ban Nong Muang
Water Year 2011
150
200
250
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
15.20
12.40
16.60
9.80
66.02
2.40
357.12
18.10
48.10
45.10
31.30
40.90
2
15.20
11.60
9.00
9.60
81.88
4.40
335.28
18.10
48.10
45.10
31.30
40.30
3
15.20
16.00
5.40
10.60
96.96
6.20
365.44
17.20
48.10
45.40
31.00
37.60
4
15.20
17.50
6.80
10.60
114.24
6.40
391.52
14.20
48.10
45.40
30.70
37.60
5
15.20
25.00
7.40
10.00
110.76
10.20
395.36
13.40
48.10
45.10
30.70
37.60
6
14.80
26.80
6.20
9.60
87.08
18.40
392.80
13.40
48.10
43.90
26.80
37.30
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
14.80
35.20
6.80
9.00
76.68
34.90
387.68
13.40
41.50
43.90
13.60
36.70
8
14.80
38.20
9.00
9.00
68.78
39.70
367.52
13.40
43.00
43.60
13.20
36.70
9
16.60
37.60
7.80
9.00
61.88
34.60
327.00
13.40
44.20
43.60
15.00
36.10
10
16.00
38.20
7.40
9.40
47.20
42.40
256.00
17.20
46.60
43.60
15.80
36.10
11
14.00
38.20
7.40
9.00
42.10
57.28
214.24
18.10
46.60
51.76
10.60
34.90
12
9.60
37.90
7.40
9.00
38.80
53.14
135.58
18.10
46.60
70.62
10.40
33.10
13
10.40
37.30
7.40
9.00
33.40
45.10
124.68
18.70
46.60
54.06
12.00
29.80
14
10.40
37.60
7.40
9.00
25.00
52.68
121.78
18.10
46.60
45.10
23.20
28.60
15
12 40
37 60
7 40
9 00
21 70
94 88
119 46
18 10
50 38
45 10
39 10
27 10
.
.
.
.
.
.
.
.
.
.
.
.
16
12.40
37.30
7.40
9.00
20.80
92.28
119.46
18.10
52.22
45.10
45.40
19.90
17
12.40
37.60
7.40
9.00
16.60
53.60
131.62
23.80
52.22
46.00
45.40
19.60
18
12.40
38.80
7.40
9.00
15.40
61.42
138.22
30.10
49.00
46.30
42.70
18.70
19
13.00
39.10
7.40
9.00
16.30
74.60
132.94
34.60
49.00
46.30
43.00
18.70
20
13.80
38.80
7.40
9.00
18.10
81.88
75.64
46.60
47.20
47.80
43.00
14.60
21
14.20
37.60
8.00
9.20
19.00
104.38
35.50
48.10
46.60
50.84
43.00
9.80
22
14.40
37.60
8.40
11.80
22.00
153.40
24.70
48.10
46.60
50.38
42.70
9.40
23
14.40
36.70
8.20
13.20
28.00
235.76
21.70
48.10
46.60
48.10
42.10
9.20
24
11.60
36.10
9.00
13.00
31.90
302.00
21.10
48.70
46.60
38.80
42.70
9.20
25
14.40
36.70
9.20
22.30
30.10
317.00
20.20
51.76
46.60
31.30
43.60
9.20
26
18.10
36.70
9.20
32.20
32.20
324.00
19.60
55.90
46.30
30.40
43.60
7.40
27
18.40
36.70
9.60
36.70
34.60
334.24
18.40
54.52
46.30
30.70
42.40
7.40
28
18.40
36.40
10.40
42.40
26.20
394.08
18.10
51.30
46.60
31.30
40.60
6.40
29
18.40
36.10
10.20
47.80
22.00
397.92
18.10
48.70
46.60
31.30
40.60
6.40
30
12.40
9.40
10.40
48.10
19.90
363.36
18.10
46.90
46.60
31.30
6.40
31
18.10
48.10
11.40
18.10
46.60
31.30
6.40
----------
--------------
Total
428 50
996 80
249 00
511 40
1336 98
3792 60
5122 94
898 18
1462 32
1348 56
935 50
709 10 17791 88 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
14.28
32.15
8.30
16.50
43.13
126.42
165.26
29.94
47.17
43.50
32.26
22.87
48.61 CMS
Max
18.40
39.10
16.60
48.10
114.24
397.92
395.36
55.90
52.22
70.62
45.40
40.90
397.92 CMS
Min
9.60
9.40
5.40
9.00
11.40
2.40
18.10
13.40
41.50
30.40
10.40
6.40
2.40 CMS
Runoff
37.02
86.12
21.51
44.19
115.52
327.68
442.62
77.60
126.34
116.52
80.83
61.27
1537.22 MCM
404.32
Runoff Yield
8.08
67.241
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 144.19 m. (MSL), at 16.00 Hours, on Sep 28, 2011
Momentary Peak