RAINFALL RUNOFF MODELLING USING HEC-HMS MODEL: CASE STUDY OF PURNA RIVER BASIN
Abstract
The runoff estimation process is extremely complicated, nonlinear, and dynamic in nature, which depends on the meteorological and various physical features of the catchment area. Rainfall causes runoff, and the occurrence and quantity of runoff are determined by the features of the rainfall event, which is the most significant hydrological process. Water resource planners typically utilize hydrological modelling to simulate the hydrological response in a basin according to the precipitation. The objective of the study is to develop a rainfall runoff model for Purna River basin using HEC-HMS model. In this study, Digital elevation model was used to delineate the watershed and consider outlet at Mahuwa gauging site, also prepared a thematic map by using Arc-GIS (10.3). HEC-HMS 4.6.1 model is used to rainfall runoff process. The Green Ampt method was utilized in this research to account for loss. SCS unit hydrograph and Synder Unit hydrograph methods are compared and both methods used for accounting the transform method and best suitable method is being used for final simulation. After optimization of the model result shows that, in SCS unit hydrograph, coefficient of determination (R-squared) was 0.9680 for year 2007 and value of Nash–Sutcliffe efficiency (NSE) and Root mean squared standard deviation (RMSE std. dev.) at Mahuwa outlet were 0.928 and 0.3 respectively. Whereas, the performance of the model was evaluated by Synder unit hydrograph which gave R-squared value varies between 0.7 to 0.9. Regression analysis indicate that both the methods have shown the good performance in predicting the runoff events in the study area based on the rainfall events. However, performance of the SCS unit hydrograph is better than Synder unit hydrograph. Thus, SCS unit hydrograph can be applied for the accurate prediction of the runoff.
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