ESTIMATION ANALYSIS OF RUNOFF FOR UDAYGIRI MANDAL USING A POTENTIAL METHOD: A MODEL STUDY
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.8, No. 4)Publication Date: 2017-04-30
Authors : A. MANIKANTA SAI K. SANJEEV RAHUL B. MOHANTY; SS. ASADI;
Page : 2062-2068
Keywords : SCS-CN Method; Rainfall Runoff Modelling;
Abstract
The most commonly used hydrological models for runoff estimation in soft bedrock, is the Soil Conservation Service Curve Number (SCS-CN) model. For a heterogeneous geomorphic land form the model may limit its applicability. Therefore, the SCS-CN model is tested to a small watershed, Udaygiri mandal of Nellore district, Andhra Pradesh. A linear regression method was employed to quantify the SCS-CN model performance. SCS-CN method estimation was evaluated with the help of runoff data, simulated data and actual rainfall data. It was found an accuracy of R2=0.966 for a 5 years (2012-2016) rainfall data.
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Last modified: 2017-12-08 22:43:05