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Flow ‐ CMS
Flow of Khlong Kawat Kong Yai (Kgt.41)
at Ban Khok Noi
Water Year 2012
30
40
50
0
10
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 0.42 0.27 1.32 1.14 1.41 1.45 4.45 1.89 1.23 0.57 0.69 0.83
2 0.42 0.27 1.01 1.09 1.23 0.00 2.27 1.89 1.01 0.57 0.69 0.78
3 0.36 0.27 1.32 1.83 1.66 0.00 1.99 1.89 0.91 0.57 0.69 0.69
4 0.36 0.27 1.83 1.55 1.36 0.00 1.99 1.32 0.83 0.57 0.69 1.14
5 0.78 0.27 1.99 1.66 1.01 0.00 1.99 1.32 0.83 0.57 0.69 1.19
6 1.01 0.27 1.61 1.09 1.01 83.45 1.99 1.32 0.83 0.57 0.69 1.01
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7 0.65 0.42 1.32 1.01 1.72 12.40 1.99 1.32 0.83 0.57 0.69 0.91
8 0.78 0.57 1.36 1.01 1.01 10.34 15.86 1.32 0.83 0.57 0.57 0.83
9 0.57 0.78 1.19 0.78 1.01 4.90 13.60 0.83 0.83 0.57 0.57 0.78
10 0.65 0.78 0.78 0.78 1.05 2.54 6.46 0.83 0.83 0.57 1.19 0.57
11 0.78 0.57 0.78 1.09 1.27 2.54 2.44 0.83 0.83 0.57 1.27 0.87
12 0.57 0.42 0.78 0.83 1.01 2.54 2.38 0.27 0.83 0.57 1.01 0.83
13 0.57 0.27 0.78 0.69 1.23 2.54 1.99 0.27 0.83 0.57 1.01 0.65
14 0.78 0.27 0.69 0.78 2.11 2.54 1.99 0.27 0.83 0.57 0.91 0.57
15 0 60 0 27 0 57 0 78 7 02 2 54 1 99 0 27 0 83 0 57 0 96 0 57 . . . . . . . . . . . .
16 0.57 1.61 0.57 0.57 3.23 19.84 1.99 0.27 0.78 0.57 0.96 1.14
17 0.69 1.32 0.87 0.57 7.28 4.15 6.46 0.27 0.78 0.57 0.91 1.19
18 0.57 1.45 1.14 0.57 5.58 19.64 1.99 0.27 0.78 0.57 0.96 1.01
19 0.51 0.87 0.73 1.01 0.36 4.52 1.99 0.27 0.78 0.57 1.01 0.83
20 0.42 0.57 0.65 0.83 2.11 3.79 1.99 0.27 0.78 0.57 0.96 0.69
21 0.57 0.57 0.57 0.78 0.36 9.80 1.72 0.27 0.78 0.57 0.96 0.57
22 0.57 0.57 0.57 0.57 0.27 2.44 1.72 0.27 0.73 0.57 0.87 0.57
23 0.42 0.42 0.57 0.57 0.00 1.99 1.72 0.27 0.73 0.57 0.73 0.57
24 0.27 0.27 0.57 0.57 0.00 1.99 1.72 0.27 0.73 0.57 0.78 0.57
25 0.27 0.27 0.57 0.65 1.01 1.99 1.45 0.27 0.65 0.57 0.69 0.57
26 0.27 1.23 0.69 0.96 1.32 1.99 1.45 0.27 0.65 2.67 0.69 0.57
27 0.27 0.78 1.61 1.05 1.45 1.99 1.45 0.27 0.65 0.96 0.78 0.57
28 0.27 0.78 1.01 1.23 1.83 19.32 1.45 0.27 0.65 0.78 0.73 0.57
29 0.27 1.01 0.91 2.16 0.18 14.30 1.45 1.72 0.57 0.78 0.57
30 0.27 0.78 1.01 5.66 0.00 2.88 1.89 0.91 0.57 0.78 0.57
31 1.09 2.16 0.00 1.89 0.57 0.78 0.57
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Total 15 51 19 56 29 37 36 02 50 09 238 41 95 71 21 98 24 29 21 00 23 35 23 35 598 64 CMSDAY
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. . . . . . . . . . . . .
Mean 0.52 0.63 0.98 1.16 1.62 7.95 3.09 0.73 0.78 0.68 0.83 0.75 1.64 CMS
Max 1.01 1.61 1.99 5.66 7.28 83.45 15.86 1.89 1.23 2.67 1.27 1.19 83.45 CMS
Min 0.27 0.27 0.57 0.57 0.00 0.00 1.45 0.27 0.57 0.57 0.57 0.57 0.00 CMS
Runoff 1.34 1.69 2.54 3.11 4.33 20.60 8.27 1.90 2.10 1.81 2.02 2.02 51.72 MCM
94.05
Runoff Yield 13.33 764.634 Momentary Peak Yield Liters/Second/Square KM. Liters/Second/Square KM.
CMS, at 99.29 m. (MSL.), at 06.00 Hours, on Sep 6, 2012 Momentary Peak