Abstract
Erosion in a watershed exhibits spatial and temporal variability, and its determination is fundamental to determining sediment yield which is a key to proper watershed management. In this study, we propose a relationship between the curve number (SCS 1956) and Sediment Yield Index (SYI) using cubic splines. The method is illustrated with a case study of one watershed of Narmada Basin located in Mandla district of Madhya Pradesh, India. Cubic splines are found to perform satisfactorily with Nash efficiency of 63.64%, absolute prediction error of 2.64%, integral square error of 1.22%, coefficient of correlation of 93.78% and degree of agreement of 0.99%. The relation between observed and computed SYI values is correlated with a coefficient of determination (R 2) of 0.87. Such a relationship can be used to determine SYI from the available CN value, which may be quite useful in field applications.
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The authors are thankful to two anonymous reviewers for their valuable suggestions and critical comments to improve the quality of this paper. The First author is thankful to UGC-New Delhi for providing financial support under the scheme of Dr. D.S. Kothari Postdoctoral Fellowship (DSKPDF).
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Meshram, S.G., Powar, P.L. & Singh, V.P. Modelling soil erosion from a watershed using cubic splines. Arab J Geosci 10, 155 (2017). https://doi.org/10.1007/s12517-017-2908-1
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DOI: https://doi.org/10.1007/s12517-017-2908-1