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Int. J. Hydrology Science and Technology, Vol. 3, No. 2, 2013 141 Copyright © 2013 Inderscience Enterprises Ltd. Assessment of the effect of slope on runoff potential of a watershed using NRCS-CN method Vaibhav Garg*, Bhaskar R. Nikam, Praveen K. Thakur and S.P. Aggarwal Water Resource Department, Indian Institute of Remote Sensing, 4, Kalidas Road, Dehradun, 248 001, Uttarakhand, India E-mail: [email protected] E-mail: [email protected] E-mail: [email protected] E-mail: [email protected] *Corresponding author Abstract: The rainfall-runoff is a very complex hydrological phenomenon, as this process is highly non-linear, time-varying and spatially distributed. The average slope within the watershed together with the overall length and retardance of overland flow are considered to be the main factors which govern the runoff process. The natural resources conservation service curve number (NRCS-CN), formerly known as soil conservation services curve number, is the most widely used method to estimate direct runoff from rainfall, due to its simplicity and the use of the single CN parameter. However, the NRCS-CN method has been developed for limited watershed area and slope. In the present study, the modified NRCS-CN method for slope and CN conversion have been investigated to determine runoff potential of a watershed in geo-spatial environment. Solani watershed, which is a sub-watershed of Ganga basin located partly in Uttarakhand and Uttar Pradesh states of India; has been considered for analysis. The daily rainfall-runoff study has been carried out for year 2006. It was found that slope factor effects runoff estimation significantly. Keywords: geospatial approach; modified NRCS-CN; rainfall-runoff; remote sensing; runoff potential. Reference to this paper should be made as follows: Garg, V., Nikam, B.R., Thakur, P.K. and Aggarwal, S.P. (2013) ‘Assessment of the effect of slope on runoff potential of a watershed using NRCS-CN method’, Int. J. Hydrology Science and Technology, Vol. 3, No. 2, pp.141–159. Biographical notes: Vaibhav Garg is presently working as a Scientist/Engineer ‘SD’ at Water Resources Department (WRD), Indian Institute of Remote Sensing (IIRS), Dehradun, India. His research interests are in the fields of surface water hydrology, hydrological modelling, erosion and reservoir sedimentation studies. He did his doctoral research at the Department of Civil Engineering, Indian Institute of Technology (IIT) Bombay, India. He has also been awarded with the ‘Excellence in Thesis Work’ award for the year 2009–2010 by the institute. He had completed his Master’s degree from Malaviya National Institute of Technology Jaipur, India in the year 2005. He has also worked with the National Institute of Hydrology, Roorkee; IIRS, Dehradun and IIT Bombay, Mumbai at Research Fellow position. To date, he has published 14 refereed journal publications dealing with water resources problems. He is a life member of IAHS, ISH, ISRS, IAH and IMS.

Assessment of the Effect of Slope on Runoff Potential

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  • Int. J. Hydrology Science and Technology, Vol. 3, No. 2, 2013 141

    Copyright 2013 Inderscience Enterprises Ltd.

    Assessment of the effect of slope on runoff potential of a watershed using NRCS-CN method

    Vaibhav Garg*, Bhaskar R. Nikam, Praveen K. Thakur and S.P. Aggarwal Water Resource Department, Indian Institute of Remote Sensing, 4, Kalidas Road, Dehradun, 248 001, Uttarakhand, India E-mail: [email protected] E-mail: [email protected] E-mail: [email protected] E-mail: [email protected] *Corresponding author

    Abstract: The rainfall-runoff is a very complex hydrological phenomenon, as this process is highly non-linear, time-varying and spatially distributed. The average slope within the watershed together with the overall length and retardance of overland flow are considered to be the main factors which govern the runoff process. The natural resources conservation service curve number (NRCS-CN), formerly known as soil conservation services curve number, is the most widely used method to estimate direct runoff from rainfall, due to its simplicity and the use of the single CN parameter. However, the NRCS-CN method has been developed for limited watershed area and slope. In the present study, the modified NRCS-CN method for slope and CN conversion have been investigated to determine runoff potential of a watershed in geo-spatial environment. Solani watershed, which is a sub-watershed of Ganga basin located partly in Uttarakhand and Uttar Pradesh states of India; has been considered for analysis. The daily rainfall-runoff study has been carried out for year 2006. It was found that slope factor effects runoff estimation significantly.

    Keywords: geospatial approach; modified NRCS-CN; rainfall-runoff; remote sensing; runoff potential.

    Reference to this paper should be made as follows: Garg, V., Nikam, B.R., Thakur, P.K. and Aggarwal, S.P. (2013) Assessment of the effect of slope on runoff potential of a watershed using NRCS-CN method, Int. J. Hydrology Science and Technology, Vol. 3, No. 2, pp.141159.

    Biographical notes: Vaibhav Garg is presently working as a Scientist/Engineer SD at Water Resources Department (WRD), Indian Institute of Remote Sensing (IIRS), Dehradun, India. His research interests are in the fields of surface water hydrology, hydrological modelling, erosion and reservoir sedimentation studies. He did his doctoral research at the Department of Civil Engineering, Indian Institute of Technology (IIT) Bombay, India. He has also been awarded with the Excellence in Thesis Work award for the year 20092010 by the institute. He had completed his Masters degree from Malaviya National Institute of Technology Jaipur, India in the year 2005. He has also worked with the National Institute of Hydrology, Roorkee; IIRS, Dehradun and IIT Bombay, Mumbai at Research Fellow position. To date, he has published 14 refereed journal publications dealing with water resources problems. He is a life member of IAHS, ISH, ISRS, IAH and IMS.