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Flow ‐ CMS Flow of Yom River (Y.43)
at Ban Pak Kang
Water Year 2012
300
400
500
600
0
100
200
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 12.20 15.00 255.50 27.80 134.80 147.40 320.80 77.00 173.05 21.20 42.70 9.24
2 8.87 17.80 212.20 27.80 122.55 194.80 299.00 117.15 106.35 20.52 48.65 9.24
3 5.70 19.84 184.65 27.00 103.65 328.80 297.50 96.90 77.00 20.52 48.65 9.24
4 4.20 16.12 213.65 27.00 90.15 671.40 312.80 83.40 70.00 20.52 45.25 9.24
5 2.68 12.76 218.00 75.00 87.45 664.20 317.60 82.05 74.00 19.84 44.40 9.24
6 2.52 11.46 150.20 196.25 99.60 723.60 306.50 84.75 65.00 19.84 38.48 8.87
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7 2.52 11.09 151.60 202.05 87.45 691.20 348.00 83.40 54.60 19.84 27.00 7.10
8 2.52 16.68 263.00 167.25 79.35 772.20 442.00 82.05 52.05 17.80 25.40 7.10
9 2.36 87.45 272.00 122.55 125.25 856.00 314.40 83.40 48.65 12.76 24.60 7.10
10 2.36 239.00 502.20 82.05 346.40 894.00 242.00 73.00 46.10 11.83 23.24 7.45
11 2.36 206.40 415.75 67.00 487.80 882.60 178.85 67.00 39.32 11.83 16.12 8.87
12 2.36 94.20 330.40 66.00 438.50 633.60 139.00 64.00 35.12 11.83 11.46 9.24
13 2.36 63.00 261.50 83.40 254.00 435.00 136.20 66.00 31.00 11.83 10.72 11.46
14 2.20 47.80 209.30 90.15 212.20 412.25 130.65 61.00 27.00 11.83 10.72 11.09
15 44 40 174 50 70 00 165 80 651 60 129 30 57 15 23 92 11 83 10 72 9 61 2.20 . . . . . . . . . . .
16 2.20 40.16 140.40 55.45 157.20 878.80 123.90 55.45 20.52 11.83 10.72 9.24
17 2.20 37.64 107.70 46.95 160.00 727.20 118.50 52.90 17.24 11.83 10.72 9.61
18 2.20 39.32 76.00 44.40 155.80 401.75 114.45 51.20 17.24 11.46 10.35 12.76
19 2.20 41.00 60.00 53.75 143.20 278.00 102.30 48.65 19.84 11.46 10.35 11.09
20 2.20 42.70 54.60 94.20 130.65 246.50 100.95 46.95 23.24 11.46 10.35 11.09
21 2.36 49.50 54.60 70.00 487.80 243.50 96.90 54.60 23.24 11.46 9.98 9.24
22 2.52 83.40 54.60 91.50 438.50 242.00 88.80 52.90 23.24 11.09 9.98 9.24
23 2.52 84.75 50.35 100.95 254.00 236.00 86.10 52.90 22.56 10.72 9.98 9.61
24 2.52 51.20 70.00 139.00 212.20 222.50 88.80 52.90 22.56 10.35 9.98 8.87
25 2.84 40.16 69.00 570.60 165.80 202.05 110.40 52.90 21.88 9.98 9.61 8.15
26 3.80 40.16 53.75 804.60 157.20 184.65 95.55 57.15 21.88 9.98 9.61 7.45
27 4.60 51.20 49.50 610.20 160.00 197.70 86.10 58.00 21.20 9.61 9.61 6.40
28 7.10 175.95 46.95 296.00 155.80 352.80 82.05 57.15 21.20 9.61 9.24 5.70
29 9.98 435.00 44.40 203.50 143.20 384.25 78.00 65.00 21.20 9.98 5.35
30 12.20 507.60 35.12 183.20 130.65 343.20 72.00 194.80 21.20 11.09 5.70
31 377.25 157.20 130.65 72.00 21.20 17.24 5.35
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Total 118 85 2999 99 4781 42 4852 80 6017 60 14099 55 5431 40 2131 70 1262 60 422 97 558 59 268 94 42946 41 CMSDAY
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. . . . . . . . . . . . .
Mean 3.96 96.77 159.38 156.54 194.12 469.99 175.21 71.06 40.73 13.64 19.95 8.68 117.66 CMS
Max 12.20 507.60 502.20 804.60 487.80 894.00 442.00 194.80 173.05 21.20 48.65 12.76 894.00 CMS
Min 2.20 11.09 35.12 27.00 79.35 147.40 72.00 46.95 17.24 9.61 9.24 5.35 2.20 CMS
Runoff 10.27 259.20 413.12 419.28 519.92 1218.20 469.27 184.18 109.09 36.55 48.26 23.24 3710.57 MCM
884.50 CMS. at 106.25 m. (MSL.) at 06.00 Hours , on Sep 11 , 2012
Runoff Yield 11.91 89.515 Momentary Peak Yield Liters/Second/Square KM. Liters/Second/Square KM.
Momentary Peak