Search
CSV
RISDiscussion of “Modified Hazen–Williams and Darcy–Weisbach Equations for Friction and Local Head Losses along Irrigation Laterals” by John D. Valiantzas
Publisher: American Society of Civil Engineers
Finite Element Watershed Modeling: One‐Dimensional Elements
Publisher: American Society of Civil Engineers
Abstract: A procedure for calculating the spatial and temporal distribution of a direct runoff hydrograph from an ungauged watershed is presented. Nodal values of hydraulic roughness and slope are used to avoid kinematic shock. This ...