Page 219 - yearbook2011

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Flow ? CMS Flow of Huai Sanaeng (M.187)
at Mueang
Water Year 2010
40
60
80
0
20
1 6 11 16 21 26 31 36 41 46 51 56 61 66 71 76 81 86 91 96 101106111116121126131136141146151156161166171176181186191196201206211216221226231236241246251256261266271276281286291296301306311316321326331336341346351356361
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
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1 0.70 0.35 0.28 0.42 1.70 1.50 56.20 0.70 0.35 0.35 0.35 0.35
2 0.70 0.35 0.35 0.42 2.90 1.60 58.00 0.63 0.42 0.35 0.35 0.35
3 0.70 0.42 0.35 0.42 2.90 2.30 68.80 3.91 0.42 0.35 0.35 0.35
4 0.70 0.42 0.35 0.42 1.70 2.30 71.05 10.30 0.42 0.35 0.35 0.35
5 0.49 0.42 0.35 0.42 2.30 2.18 75.55 1.20 0.42 0.35 0.35 0.35
6 0.49 0.49 0.35 0.42 1.70 1.40 74.20 0.70 0.42 0.35 0.35 0.35
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7 0.35 0.49 0.35 0.42 1.20 1.20 69.25 0.42 0.35 0.28 0.35 0.35
8 0.35 0.70 0.35 0.42 1.20 1.20 61.15 0.35 0.35 0.28 0.35 0.35
9 0.35 0.70 0.35 0.42 0.90 1.10 52.15 0.35 0.35 0.28 0.35 0.35
10 0.35 0.35 0.35 0.42 0.90 6.04 40.00 0.35 0.35 0.28 0.35 0.35
11 0.35 0.35 0.42 0.35 0.70 2.85 40.00 0.35 0.35 0.28 0.28 0.35
12 0.35 0.35 0.42 0.35 0.70 2.85 7.75 0.28 0.35 0.28 0.28 0.35
13 0.35 0.35 0.42 0.35 0.80 3.06 25.71 0.28 0.35 0.28 0.28 0.35
14 0.35 0.35 1.40 0.35 0.70 5.19 58.00 9.67 0.35 0.28 0.28 0.35
15 0 35 0 35 1 40 0 56 0 70 5 62 79 60 0 42 0 35 0 28 0 28 0 35 . . . . . . . . . . . .
16 0.35 0.35 0.70 0.56 0.63 5.62 85.50 0.35 0.35 0.28 0.35 0.49
17 0.35 0.35 0.70 0.56 0.49 6.04 92.65 0.35 0.35 0.28 0.35 0.49
18 0.49 0.35 0.70 0.42 0.49 6.04 114.15 0.28 0.35 0.28 0.35 0.49
19 0.70 0.35 1.20 0.42 1.20 4.98 115.88 0.28 0.35 0.28 0.35 0.49
20 0.49 0.35 1.94 0.42 2.90 4.98 100.90 0.28 0.35 0.28 0.35 0.49
21 0.21 0.28 2.90 0.80 1.82 8.81 98.70 0.28 0.35 0.28 0.35 0.49
22 0.21 0.28 2.90 0.80 1.70 8.81 91.55 0.28 0.35 0.42 0.35 0.49
23 0.21 0.28 1.70 0.80 1.20 8.18 87.70 0.28 0.35 0.42 0.35 0.49
24 0.21 0.28 1.30 1.40 1.30 7.96 78.25 0.35 0.35 0.42 0.35 0.49
25 0.35 0.28 0.70 1.82 1.20 8.18 47.20 0.35 0.35 0.35 0.35 0.49
26 0.35 0.28 0.63 1.60 1.20 7.11 45.40 0.35 0.35 0.35 0.35 0.49
27 0.35 0.28 0.56 1.60 1.10 7.11 42.25 0.35 0.35 0.35 0.35 0.49
28 0.35 0.28 0.49 1.20 1.20 44.50 40.00 0.35 0.28 0.35 0.35 0.49
29 0.35 0.28 0.42 1.94 1.20 49.00 22.44 0.35 0.28 0.35 0.35 0.49
30 0.35 0.28 0.42 1.20 1.20 49.00 4.70 0.35 0.28 0.35 0.49
31 0.28 1.70 1.20 0.00 0.28 0.35 0.49
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Total 12 25 11 27 24 75 23 40 41 03 266 71 1904 68 34 74 10 92 10 01 9 80 13 09 2362 65 CMSDAY
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. . . . . . . . . . . . .
Mean 0.41 0.36 0.82 0.75 1.32 8.89 61.44 1.16 0.35 0.32 0.34 0.42 6.46 CMS
Max 0.70 0.70 2.90 1.94 2.90 49.00 115.88 10.30 0.42 0.42 0.35 0.49 115.88 CMS
Min 0.21 0.28 0.28 0.35 0.49 1.10 0.00 0.28 0.28 0.28 0.28 0.35 0.00 CMS
Runoff 1.06 0.97 2.14 2.02 3.55 23.04 164.56 3.00 0.94 0.87 0.85 1.13 204.13 MCM
118.75
Runoff Yield 10.51 193.404 Momentary Peak Yield Liters/Second/Square KM. Liters/Second/Square KM.
CMS. at 4.70 m. (A.D), at 18.00 Hours, on Oct 18, 2011 Momentary Peak