Research Article
Assessment of Surface Runoff for Tank Watershed in Tamil Nadu Using Hydrologic Modeling
Table 4
Annual rainfall and runoff estimated for Urapakkam watershed using NRCS model for the period 2000-01 to 2013–14.
| Water Year | Rainfall | Runoff | No. of days | Depth | No. of days | Depth | Percentage of Rainfall | Volume | mm | mm | MCM |
| 2000-2001 | 39 | 1092.30 | 28 | 323.96 | 29.66 | 1.483 | 2001-2002 | 49 | 1211.10 | 35 | 355.39 | 29.34 | 1.626 | 2002-2003 | 28 | 575.70 | 15 | 94.95 | 16.49 | 0.434 | 2003-2004 | 65 | 1765.80 | 36 | 537.50 | 30.44 | 2.460 | 2004-2005 | 44 | 1648.00 | 35 | 768.59 | 46.64 | 3.517 | 2005-2006 | 59 | 3608.00 | 50 | 2324.34 | 64.42 | 10.637 | 2006-2007 | 38 | 1379.00 | 23 | 701.20 | 50.85 | 3.209 | 2007-2008 | 71 | 1899.50 | 44 | 780.43 | 41.09 | 3.571 | 2008-2009 | 44 | 1238.80 | 29 | 538.97 | 43.51 | 2.466 | 2009-2010 | 55 | 1439.00 | 33 | 582.24 | 40.46 | 2.665 | 2010-2011 | 67 | 1489.00 | 34 | 499.09 | 33.52 | 2.284 | 2011-2012 | 52 | 1810.00 | 45 | 734.11 | 40.56 | 3.359 | 2012-2013 | 60 | 1435.40 | 36 | 484.12 | 33.73 | 2.215 | 2013-2014 | 64 | 769.30 | 22 | 142.48 | 18.52 | 0.652 | Minimum | 28 | 575.7 | 15 | 94.95 | 16.49 | 0.434 | Maximum | 71 | 3608.0 | 44 | 2324.34 | 64.42 | 10.637 |
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