Abstract
The precision of flood routing is an important in hydrology and hydraulics. Exact information of the flood peak attenuation and the duration of the high water levels obtained by channel routing are of most significance in flood forecasting operations and flood protection works. This study implements Muskingham method to estimate the inflow and outflow discharge at the Sone river bank, Sirmor, Rewa-District. The parameters of Muskingum method are determined using two methods i.e. graphical method and least square method and assessment of results are compared by using these two methodologies. The result of the study will serve useful purposes in design of flood control and predicting flood events in similar basins.
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
