Page 191 - Slide 1

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Flow ‐ CMS
Flow of Lam Se Bok (M.69)
at Ban Tha Bo Baeng
Water Year 2014
200
300
400
500
0
100
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 0.02 0.02 0.04 176.00 635.00 67.10 61.70 1.39 1.75 1.71 1.55 1.44
2 0.01 0.02 0.04 189.20 680.60 68.60 59.60 1.45 1.75 1.71 1.55 1.43
3 0.01 0.01 0.04 185.00 626.60 74.00 56.90 1.51 1.75 1.71 1.54 1.43
4 0.01 0.01 0.02 173.00 561.20 73.10 55.40 1.56 1.75 1.71 1.54 1.42
5 0.04 0.01 0.01 151.00 518.00 70.40 54.50 1.62 1.75 1.70 1.53 1.41
6 0.20 0.01 0.02 128.40 500.00 71.60 0.99 1.64 1.75 1.70 1.52 1.41
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7 0.02 0.05 0.01 123.60 487.40 76.10 1.14 1.68 1.75 1.69 1.52 1.40
8 0.02 0.55 0.01 102.00 464.00 83.90 1.24 1.71 1.75 1.69 1.51 1.40
9 0.02 0.06 0.01 86.90 418.00 78.80 1.27 1.73 1.75 1.68 1.51 1.39
10 0.02 0.70 0.05 83.30 371.50 73.70 1.22 1.75 1.75 1.67 1.50 1.38
11 0.01 4.15 2.25 83.90 327.60 69.50 1.22 1.76 1.74 1.67 1.50 1.38
12 0.01 0.65 7.00 86.00 283.80 66.50 1.23 1.77 1.74 1.66 1.49 1.37
13 0.01 0.23 2.70 87.80 240.00 62.90 1.24 1.78 1.74 1.65 1.48 1.36
14 0.09 0.06 3.00 89.60 197.00 58.10 1.25 1.79 1.74 1.64 1.48 1.35
15 1 44 0 02 5 60 91 40 165 50 53 90 1 23 1 79 1 74 1 64 1 47 1 35 . . . . . . . . . . . .
16 0.90 0.01 5.20 93.80 136.50 53.30 1.22 1.80 1.74 1.63 1.47 1.34
17 0.55 0.01 5.40 98.80 109.60 53.30 1.25 1.80 1.74 1.63 1.47 1.34
18 0.20 0.02 5.80 115.20 87.50 52.70 1.27 1.80 1.74 1.62 1.46 1.33
19 0.45 0.01 7.69 126.80 73.10 51.80 1.23 1.80 1.73 1.62 1.45 1.32
20 0.45 0.01 56.30 136.00 61.40 52.40 1.23 1.80 1.73 1.61 1.43 1.31
21 0.30 0.00 67.40 148.00 48.50 53.90 1.24 1.81 1.73 1.61 1.43 1.31
22 0.09 0.01 85.70 167.00 41.60 55.70 1.25 1.81 1.73 1.60 1.44 1.31
23 0.05 0.00 94.40 259.20 38.80 69.50 1.27 1.80 1.72 1.59 1.44 1.31
24 0.04 0.00 101.60 333.35 34.80 77.00 1.28 1.78 1.72 1.59 1.45 1.31
25 0.04 0.00 114.40 328.75 28.60 83.90 1.31 1.77 1.71 1.58 1.45 1.30
26 0.02 0.00 122.00 300.00 23.40 89.60 1.35 1.76 1.71 1.57 1.45 1.28
27 0.02 0.00 120.80 270.30 25.60 77.60 1.32 1.75 1.71 1.57 1.45 1.27
28 0.02 0.04 132.40 249.60 33.40 66.80 1.31 1.75 1.71 1.57 1.45 1.27
29 0.04 0.05 141.00 242.40 46.00 63.80 1.31 1.74 1.71 1.56 1.26
30 0.04 0.03 166.00 301.15 59.60 60.80 1.32 1.75 1.71 1.56 1.26
31 0.03 521.60 66.50 1.33 1.71 1.55 1.26
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Total 5 14 6 77 1246 89 5529 05 7391 10 2010 30 320 62 51 65 53 75 50 69 41 53 41 70 16749 19 CMSDAY
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. . . . . . . . . . . . .
Mean 0.17 0.22 41.56 178.36 238.42 67.01 10.34 1.72 1.73 1.64 1.48 1.35 45.89 CMSDAY
Max 1.44 4.15 166.00 521.60 680.60 89.60 61.70 1.81 1.75 1.71 1.55 1.44 680.60 CMSDAY
Min 0.01 0.00 0.01 83.30 23.40 51.80 0.99 1.39 1.71 1.55 1.43 1.26 0.00 CMSDAY
Runoff 0.44 0.59 107.73 477.71 638.59 173.69 27.70 4.46 4.64 4.38 3.59 3.60 1447.13 MCM
Momentary Peak 690.20 CMS. at 116.93 m. (MSL.) at 07.00 Hours , on Aug 2, 2014
Runoff Yield 21.55 324.190 Momentary Peak Yield Liters/Second/Square KM. Liters/Second/Square KM.