Page 305 - yearbook2011

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Flow ? CMS Flow of Wang River (W.5A)
at Ban Ko Kha
Water Year 2011
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 ******* 0.00 41.40 76.20 401.80 246.80 291.80 67.40 28.60 4.00 9.20 5.60
2 ******* 0.00 43.00 67.40 718.80 272.80 563.00 59.00 25.70 4.00 33.40 6.80
3 ******* 0.00 41.40 119.40 647.00 246.80 735.80 45.00 25.70 4.40 35.00 10.80
4 ******* 0.00 41.40 129.80 449.50 211.00 495.00 35.00 24.40 6.00 31.80 11.60
5 ******* 0.00 43.00 80.60 333.60 135.00 472.00 28.60 23.10 10.80 24.40 12.40
6 ******* 0.00 61.00 43.00 291.80 119.40 254.20 27.00 21.80 10.80 16.60 13.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7 ******* 0.00 65.20 28.60 261.60 200.50 132.40 23.10 24.40 10.00 10.00 15.30
8 ******* 0.00 47.00 24.40 246.80 250.50 114.20 45.00 25.70 10.00 6.00 17.90
9 ******* 0.00 39.80 21.80 197.00 295.60 111.60 36.60 23.10 9.20 5.60 17.90
10 ******* 0.00 36.60 20.50 211.00 385.00 87.40 23.10 21.80 9.20 6.80 20.50
11 ******* 0.00 38.20 67.40 318.40 353.00 99.40 23.10 21.80 8.40 11.60 16.60
12 ******* 0.00 38.20 49.00 314.60 284.20 87.40 33.40 20.50 8.40 15.30 12.40
13 ******* 0.00 36.60 30.20 291.80 291.80 63.00 31.80 19.20 8.40 15.30 21.80
14 ******* 0.00 24.40 27.00 261.60 333.60 74.00 38.20 16.60 9.20 19.20 21.80
15 0 00 14 00 43 00 232 00 397 60 76 20 38 20 14 00 9 20 35 00 14 00 ******* . . . . . . . . . . .
16 ******* 0.00 10.00 99.40 232.00 397.60 92.20 35.00 11.60 10.00 39.80 11.60
17 ******* 0.00 12.40 122.00 239.40 314.60 124.60 31.80 9.20 10.80 41.40 8.40
18 ******* 0.00 31.80 111.60 310.80 239.40 122.00 38.20 6.00 10.80 27.00 6.80
19 ******* 0.00 24.40 89.80 221.50 181.00 101.80 39.80 5.20 10.80 17.90 8.40
20 ******* 0.00 20.50 55.00 314.60 144.00 87.40 39.80 4.00 9.20 14.00 6.80
21 ******* 0.00 16.60 47.00 353.00 162.00 74.00 31.80 4.00 7.60 14.00 6.00
22 ******* 0.00 14.00 45.00 307.00 243.10 67.40 28.60 3.60 6.80 12.40 5.60
23 ******* 0.00 11.60 30.20 207.50 193.80 61.00 21.80 4.00 5.60 11.60 4.40
24 ******* 0.00 11.60 28.60 129.80 190.60 57.00 17.90 4.40 5.20 10.00 4.40
25 ******* 0.00 15.30 43.00 116.80 250.50 51.00 15.30 4.80 4.80 9.20 4.00
26 ******* 0.00 67.40 82.80 204.00 261.60 45.00 14.00 5.20 4.40 7.60 5.60
27 ******* 0.00 144.00 87.40 250.50 341.20 36.60 13.20 5.60 4.40 6.80 7.60
28 ******* 0.00 144.00 49.00 246.80 369.00 30.20 13.20 5.20 4.40 6.00 10.80
29 ******* 0.00 109.00 35.00 200.50 472.00 24.40 17.90 4.80 4.40 5.20 10.80
30 ******* 0.00 87.40 31.80 261.60 341.20 33.40 27.00 4.40 4.00 11.60
31 0.00 51.00 265.30 69.60 4.00 4.00 11.60
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Total ******* 0 00 1331 20 1836 90 9038 40 8125 20 4735 00 939 80 422 40 229 20 498 10 343 00 ******* CMSDAY
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. . . . . . . . . . .
Mean ******* 0.00 44.37 59.25 291.56 270.84 152.74 31.33 13.63 7.39 17.18 11.06 ******* CMS
Max ******* 0.00 144.00 129.80 718.80 472.00 735.80 67.40 28.60 10.80 41.40 21.80 735.80 CMS
Min ******* 0.00 10.00 20.50 116.80 119.40 24.40 13.20 3.60 4.00 5.20 4.00 ******* CMS
Runoff ******* 0.00 115.02 158.71 780.92 702.02 409.10 81.20 36.50 19.80 43.04 29.64 ******* MCM
901.21 CMS. at 219.38 m. (MSL.) at 16.00 Hours , on Oct 3 , 2011
Runoff Yield ******* 170.748 Momentary Peak Yield Liters/Second/Square KM. Liters/Second/Square KM.
Momentary Peak