Runoff estimation using SCS-CN method for Bhadokhar watershed, Jhansi district, Uttar Pradesh Pandey Ravi Kant1,*, Gupta Rajendra1, Thomas Alex2 1ICAR-Indian Institute of Sugarcane Research, Lucknow-226002, Uttar Pradesh 2Sam Higginbottom University of Agriculture, Technology and Sciences, Allahabad, Uttar Pradesh *Corresponding author: E-mail: ravikantpandey58@gmail.com (Ravi Kant Pandey)
Online published on 8 April, 2020. Abstract This study was conducted to determine runoff depth using USDA soil conservation service curve number (SCS-CN) method in Bhadokhar watershed, located in Gursarain block of Jhansi district, Uttar Pradesh. A total of 55 single storm events were selected between the years 1993 and 2012 for estimation. Antecedent moisture content (AMC) of the watershed during the selected period was calculated by taking preceding five days rainfall for three conditions viz., AMC-1, AMC-1 and AMC-111. Based on the soil cover complex, the hydrological soil group of the watershed falls under group ‘B ’. It was observed that during the period, 33 rain storms were falling under AMC-I category. Weighted curve number (CN) for entire watershed was calculated based on the watershed information and found to be 83.62 for AMC-1. The CN values corresponding to AMC-1 and AMC-111 were 69.12 and 92.28, respectively. The runoff for each storm events was estimated and it was found that among the selected storm events, the maximum rainfall was 109.5 mm on 11th September, 1993 at AMC-111. The runoff volume of the watershed for this storm event was calculated as 853117.96 m. 3This value will be useful for designing the soil and water conservation and also rainwater harvesting structures in the watershed. Top Keywords Antecedent moisture Curve number Potential maximum retention Runoff Watershed Bundelkhand region. Top |