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  1. gad53

    Peak Dischrge Estimation using Snyder's Hydrograph

    Thanks for your response. I have gone through several articles. But it is not clear how to find peak flow for different return periods.
  2. gad53

    Peak Dischrge Estimation using Snyder's Hydrograph

    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...

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