Abstract: A numerical model of two‐dimensional transient saturated flow to ditches is presented. The model is based on a finite differences solution of the differential equation governing two‐dimensional transient flow in a heterogeneous ...

Abstract: Two‐dimensional transient flow to ditches or drains in a heterogeneous, anisotropic porous medium is modeled for appropriate initial and boundary conditions using the finite differences method for the entire saturated‐unsaturated ...

Abstract: This study deals with the estimation of sediment yields and sedimentographs of small watersheds. The proposed mathematical model is based on simultaneous solution of flow dynamics followed by dynamic erosions. The flow ...

Abstract: During the storm duration, the effects of surface resistance on the developing and receding overland flow depths

Abstract: Nash and Clark based geomorphological instanteneous unit hydrograph (GIUH) approach proved its usefulness to compute the synthetic unit hydrograph (SUH) and in turn the direct surface runoff component for ungauged catchments. ...

Abstract: In this study, two-parameter Nakagami-