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Flow ‐ CMS
Flow of Upper Khlong Tha Nae(X.276)
at Ban Khao Pu
Water Year 2012
10
15
20
25
0
5
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 0.68 0.60 0.69 0.41 0.36 0.59 0.83 0.94 26.82 12.10 0.71 2.35
2 0.71 0.59 0.63 0.44 0.36 0.55 0.78 0.90 3.88 10.43 0.68 2.10
3 0.68 0.55 0.60 0.52 0.35 0.52 0.81 2.84 2.15 18.10 0.65 1.85
4 0.65 0.51 0.52 0.48 0.35 0.50 0.76 1.60 1.60 13.93 0.80 1.50
5 0.71 0.54 0.65 0.47 0.35 0.44 0.69 1.18 1.43 11.47 0.75 1.21
6 0.86 0.55 1.85 0.45 0.33 0.52 0.75 1.04 1.39 9.52 0.74 1.01
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7 0.78 0.52 4.97 0.52 0.31 1.04 0.86 1.75 1.32 7.96 0.69 0.89
8 0.76 0.55 10.82 0.68 0.31 0.86 0.78 1.11 1.25 5.19 0.68 0.84
9 0.75 0.55 6.07 0.62 0.30 0.71 0.74 0.75 1.04 3.32 0.65 0.78
10 0.71 0.51 2.92 0.68 0.30 0.62 0.69 0.84 1.04 2.15 0.63 0.75
11 0.65 0.48 1.60 0.63 0.30 0.65 1.39 0.86 2.68 1.75 0.59 0.74
12 0.62 0.55 1.32 0.60 0.28 0.63 1.01 1.70 2.15 1.53 1.01 0.72
13 0.60 0.48 1.11 0.60 0.28 0.83 0.86 1.18 1.75 1.36 1.60 0.71
14 0.59 0.47 0.94 0.59 0.28 0.80 1.29 0.90 3.64 1.29 0.89 0.69
15 0 59 0 45 0 83 0 57 0 27 0 87 1 60 0 86 5 08 1 18 0 78 0 68 . . . . . . . . . . . .
16 0.65 0.44 0.76 0.57 0.27 0.80 1.39 0.81 4.31 1.08 0.72 0.66
17 0.71 0.52 0.74 0.55 0.27 0.72 0.90 0.80 2.68 1.01 0.66 0.65
18 0.74 0.50 0.66 0.52 0.25 0.63 1.95 0.76 1.95 0.97 0.62 0.63
19 0.71 0.45 0.59 0.45 0.25 0.59 1.32 1.29 2.05 0.90 0.60 0.60
20 0.69 0.45 0.55 0.45 0.25 0.57 1.04 0.90 7.96 0.87 0.57 0.59
21 0.68 0.44 0.52 0.45 0.25 0.57 1.65 0.90 6.66 0.84 0.55 0.59
22 0.66 0.44 0.48 0.44 0.24 0.55 1.14 1.04 11.60 1.25 0.54 0.59
23 0.66 0.42 0.47 0.42 0.21 0.55 1.60 0.86 22.50 1.08 0.74 0.57
24 0.65 0.45 0.45 0.42 0.97 0.60 1.80 0.83 13.27 0.97 1.80 0.57
25 0.65 0.89 0.45 0.41 1.25 0.68 1.90 3.24 8.09 0.90 33.60 0.57
26 0.60 0.81 0.45 0.39 0.94 0.69 1.50 1.18 5.19 0.87 5.30 0.59
27 0.54 0.65 0.45 0.39 0.86 1.14 1.25 1.60 3.24 0.86 2.25 0.59
28 0.52 0.84 0.44 0.38 1.60 0.90 1.08 1.36 2.10 0.86 3.88 0.55
29 0.52 0.83 0.42 0.38 2.00 1.04 0.90 1.53 1.60 0.84 0.52
30 0.60 0.76 0.42 0.36 0.74 0.90 0.86 2.10 30.72 0.75 0.51
31 0.75 0.38 0.63 0.81 18.77 0.72 0.50
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Total 19 92 17 54 43 37 15 22 15 71 21 06 34 93 37 65 199 91 116 05 63 68 26 10 611 14 CMSDAY
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. . . . . . . . . . . . .
Mean 0.66 0.57 1.45 0.49 0.51 0.70 1.13 1.25 6.45 3.74 2.27 0.84 1.67 CMS
Max 0.86 0.89 10.82 0.68 2.00 1.14 1.95 3.24 30.72 18.10 33.60 2.35 33.60 CMS
Min 0.52 0.42 0.42 0.36 0.21 0.44 0.69 0.75 1.04 0.72 0.54 0.50 0.21 CMS
Runoff 1.72 1.52 3.75 1.32 1.36 1.82 3.02 3.25 17.27 10.03 5.50 2.26 52.80 MCM
50.90 CMS. at 53.58 m. (MSL.) at 18.00 Hours , on Dec 30 , 2012
Runoff Yield 35.25 1071.579 Momentary Peak Yield Liters/Second/Square KM. Liters/Second/Square KM.
Momentary Peak