Peak Dischrge Estimation using Snyder's Hydrograph
Peak Dischrge Estimation using Snyder's Hydrograph
(OP)
I have to find peak discharge of a bridge for 25, 50 and 100 year return period using Snyder's hydro graph method. Based on the catchment physical parameters I got time of concentration,Ct,Cp,L,La values and Design rainfall intensities will be derived from IDF curves for the respective return period. Can someone explain me how to find the peak flow discharge for 25,50,100 return periods.
RE: Peak Dischrge Estimation using Snyder's Hydrograph
Peter Smart
HydroCAD Software
www.hydrocad.net
RE: Peak Dischrge Estimation using Snyder's Hydrograph
RE: Peak Dischrge Estimation using Snyder's Hydrograph
Peter Smart
HydroCAD Software
www.hydrocad.net