Basic HTML Version
5
400
500
600
Flow ? CMS
Flow of Huai Mae Lamao (Sw.6)
at Ban Mae Lamao
Water Year 2011
200
300
0
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
4.80
35.20
19.80
25.20
46.80
42.80
37.20
27.70
20.40
17.40
15.60
12.50
2
4.20
19.20
22.50
23.70
44.40
70.60
38.40
27.30
20.10
17.10
15.90
12.50
3
4.00
17.40
36.00
23.10
40.40
62.00
39.60
27.00
19.80
17.10
21.00
12.50
4
3.70
18.90
63.90
23.10
41.20
50.00
168.40
26.70
19.50
16.80
18.60
12.50
5
3.50
34.80
76.00
44.40
40.80
46.00
112.90
26.40
19.20
16.80
17.10
12.50
6
4.80
36.00
50.80
28.10
40.00
42.80
85.00
26.10
18.90
16.80
14.70
12.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
6.20
46.00
62.00
23.10
46.00
41.20
67.90
25.80
18.60
16.50
14.50
12.20
8
6.00
27.00
38.80
21.30
40.80
41.20
58.00
25.20
18.30
16.50
14.30
12.20
9
5.70
21.30
31.20
19.80
37.20
39.20
51.60
24.90
18.30
16.20
14.00
12.20
10
4.50
21.30
27.00
18.90
35.20
55.20
58.00
24.60
18.30
16.20
13.70
12.20
11
4.00
18.30
24.90
24.60
36.00
150.60
46.80
24.30
18.30
16.20
13.70
14.50
12
4.00
15.30
24.00
29.80
53.60
508.50
43.60
24.00
18.30
16.20
13.70
14.00
13
8.80
13.70
24.90
30.80
45.60
286.40
41.60
23.70
18.30
16.20
13.50
14.00
14
6.00
12.70
21.90
24.00
38.40
162.70
39.60
23.40
18.30
16.20
13.50
13.50
15
4 50
21 90
19 80
24 00
38 40
128 40
39 20
23 10
18 00
16 20
13 50
12 70
.
.
.
.
.
.
.
.
.
.
.
.
16
5.00
23.10
22.20
21.90
102.10
110.70
71.10
22.50
18.00
16.20
13.50
12.70
17
5.00
26.70
24.30
21.60
71.90
94.90
46.40
22.50
18.00
15.90
13.20
12.00
18
4.20
31.60
21.60
20.40
63.40
88.20
46.40
22.50
18.00
15.90
13.20
11.70
19
3.70
26.40
21.90
24.30
80.50
81.00
41.60
22.20
18.00
15.90
13.00
11.50
20
4.50
23.70
20.40
24.60
72.90
72.40
38.80
21.90
18.00
15.90
13.00
11.20
21
5.00
21.90
18.90
48.40
95.80
65.20
37.20
21.90
18.00
15.90
13.00
11.20
22
4.00
30.80
18.90
49.20
69.70
62.50
35.60
21.60
17.70
15.60
13.00
11.00
23
3.50
21.00
17.70
39.60
58.00
58.00
34.40
21.60
17.70
15.60
13.00
11.00
24
3.50
17.40
19.20
35.20
51.60
55.20
33.30
21.30
17.70
15.30
13.00
11.00
25
4.20
15.60
28.70
42.00
47.20
50.00
32.60
21.30
17.70
15.30
12.70
11.20
26
3.70
32.90
40.80
33.30
49.20
46.40
31.90
21.00
17.70
15.30
12.70
12.00
27
6.20
21.00
88.60
46.00
50.00
44.40
31.20
21.00
17.70
15.00
12.70
13.20
28
5.00
38.80
58.90
34.40
57.20
42.80
30.20
21.00
17.70
15.00
12.70
13.00
29
7.30
27.00
38.80
66.10
44.00
41.20
30.50
20.70
17.70
14.70
12.70
12.20
30
10.00
26.40
29.50
41.60
61.60
38.80
29.50
20.70
17.40
14.70
11.70
31
18.90
36.80
48.00
28.40
17.40
14.70
11.00
----------
--------------
Total
149 50
762 20
1013 90
969 30
1647 90
2679 30
1526 90
703 90
567 00
495 30
408 70
380 10 11304 00 CMSDAY
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Mean
5.00
24.60
33.80
31.30
53.20
89.30
49.30
23.50
18.30
16.00
14.10
12.30
30.90 CMS
Max
10.00
46.00
88.60
66.10
102.10
508.50
168.40
27.70
20.40
17.40
21.00
14.50
508.50 CMS
Min
3.50
12.70
17.70
18.90
35.20
38.80
28.40
20.70
17.40
14.70
12.70
11.00
3.50 CMS
Runoff
12.92
65.85
87.60
83.75
142.38
231.49
131.92
60.82
48.99
42.79
35.31
32.84
976.67 MCM
604.50 CMS. at 275.47 m. (MSL.) at 18.00 Hours , on Sep 12 , 2011
Runoff Yield
30.61
599.108
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak