Page 303 - yearbook2011

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Flow ? CMS
Flow of Wang River (W.4A)
at Ban Wang Man
Water Year 2011
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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 5.20 30.00 97.20 150.80 54.00 330.60 547.40 78.60 30.80 7.60 4.00 5.80
2 6.40 34.00 85.80 126.60 102.10 320.80 521.50 117.50 31.20 7.40 4.20 5.00
3 10.70 26.00 74.40 99.30 444.00 329.30 518.60 116.10 33.20 7.20 5.20 5.00
4 16.00 21.60 64.10 90.60 524.40 347.50 682.20 99.30 34.80 7.40 22.40 5.00
5 16.40 32.80 67.40 139.50 566.40 329.30 796.70 92.40 33.60 7.60 26.80 5.00
6 12.50 49.00 81.00 192.80 737.70 289.60 676.80 85.80 33.20 9.50 30.80 6.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7 11.00 67.90 103.50 158.00 845.60 259.10 622.80 69.00 32.40 9.20 29.20 9.20
8 12.20 86.40 140.30 86.40 796.70 264.60 480.90 63.50 32.40 8.60 28.80 10.10
9 12.80 85.80 128.70 66.20 480.90 314.80 466.00 58.50 31.20 9.50 27.60 11.60
10 14.00 78.00 96.50 52.00 418.50 326.80 391.20 83.40 30.40 11.60 11.90 12.50
11 15.60 269.00 73.20 51.50 380.00 361.80 343.60 75.60 29.60 10.70 10.70 12.80
12 16.40 470.00 58.00 62.90 367.00 440.00 299.20 64.60 28.80 9.20 9.20 14.80
13 16.00 476.00 55.50 75.00 408.00 472.00 269.00 54.00 28.40 9.50 6.60 16.00
14 13.10 385.60 58.00 69.00 411.00 524.40 240.00 50.50 28.00 9.50 6.00 14.80
15 9 80 311 20 51 50 48 00 414 00 562 60 196 40 50 50 26 80 9 50 6 00 14 40 . . . . . . . . . . . .
16 8.30 292.00 43.00 42.50 378.70 581.60 185.60 54.50 24.00 9.80 6.00 22.00
17 7.40 267.90 33.60 70.20 389.80 581.60 231.00 53.50 20.00 11.30 9.80 18.00
18 6.60 237.00 27.20 145.50 357.90 558.80 251.00 57.50 16.80 11.60 26.00 15.20
19 5.80 258.00 24.40 193.70 343.60 470.00 288.40 50.50 15.60 11.30 24.00 11.60
20 4.80 329.30 36.40 159.60 380.00 384.20 281.20 51.50 15.20 11.00 24.00 7.80
21 5.60 283.60 41.00 141.70 344.90 347.50 247.00 49.50 12.50 11.00 27.60 10.10
22 7.20 257.00 40.00 102.80 381.40 320.80 221.00 54.00 10.10 11.00 24.00 12.50
23 16.40 215.30 38.00 81.00 399.60 290.80 174.00 49.00 7.00 10.70 17.60 11.30
24 30.40 158.80 32.40 71.40 391.20 351.40 154.00 46.00 5.00 10.70 14.80 9.50
25 34.00 134.30 28.00 58.00 295.60 299.20 136.50 42.50 8.00 10.10 12.20 8.00
26 35.20 120.30 26.80 50.50 259.10 342.30 130.10 37.60 7.80 9.20 11.00 6.40
27 44.00 118.90 38.00 75.00 333.20 342.30 103.50 35.20 8.60 9.20 8.90 5.40
28 45.50 131.50 53.50 91.20 374.80 392.60 98.60 32.80 8.90 9.20 6.80 5.20
29 27.60 130.10 172.40 97.90 377.40 426.00 93.70 30.40 8.60 5.00 6.40 5.00
30 23.60 123.10 200.90 81.60 352.70 470.00 90.60 28.80 7.60 5.20 5.00
31 102.10 53.00 328.00 86.40 7.60 4.40 5.20
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Total 490 50 5582 50 2070 70 2984 20 12638 20 11632 30 9824 90 1832 60 648 10 284 70 448 50 306 40 48743 60 CMSDAY
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. . . . . . . . . . . . .
Mean 16.40 180.10 69.00 96.30 407.70 387.70 316.90 61.10 20.90 9.20 15.50 9.90 133.20 CMS
Max 45.50 476.00 200.90 193.70 845.60 581.60 796.70 117.50 34.80 11.60 30.80 22.00 845.60 CMS
Min 4.80 21.60 24.40 42.50 54.00 259.10 86.40 28.80 5.00 4.40 4.00 5.00 4.00 CMS
Runoff 42.38 482.33 178.91 257.83 1091.94 1005.03 848.87 158.34 56.00 24.60 38.75 26.47 4211.45 MCM
891.20 CMS. at 137.07 m. (MSL.) at 06.00 Hours , on Aug 8 , 2011
Runoff Yield 12.76 85.372 Momentary Peak Yield Liters/Second/Square KM. Liters/Second/Square KM.
Momentary Peak