Applicability of St. Venant Equations for Two‐Dimensional Overland Flows over Rough Infiltrating Surfaces
- 1 January 1993
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Hydraulic Engineering
- Vol. 119 (1) , 51-63
- https://doi.org/10.1061/(asce)0733-9429(1993)119:1(51)
Abstract
The physics‐based modeling of overland flow is accomplished through the numerical solution of the St. Venant equations. One of the assumptions used in the derivation of the St. Venant equations is that of gradually varied flow. In many instances, simpler forms of the flow equations (the kinematic and diffusion wave models) are utilized to save computational effort. The flow equations for all these models are nonlinear and frequently fail to converge when applied to surfaces with highly irregular microtopography, which yields abrupt changes in slopes at adjacent nodes. Since the flow equations perceive the flow profile as a thin sheet, the microtopography needs to be replaced by a smoother surface for computational purposes. Comparison of numerical solutions of the flow models with observed results over experimental hillslopes is satisfactory. Replacing the spatially varying microtopography with an average constant slope cause no significant change in the outflow hydrograph, which is a spatially integrated...Keywords
This publication has 15 references indexed in Scilit:
- On the diffusion wave model for overland flow: 1. Solution for steep slopesWater Resources Research, 1988
- Computation of Dynamic Waves in Channel NetworksJournal of Hydraulic Engineering, 1984
- Mathematical Model of Shallow Water Flow over Porous MediaJournal of the Hydraulics Division, 1981
- Finite Element Method for Direct Runoff FlowJournal of the Hydraulics Division, 1980
- Computer program for solution of large, sparse, unsymmetric systems of linear equationsInternational Journal for Numerical Methods in Engineering, 1977
- Hydrodynamic Modeling of Two-Dimensional Watershed FlowJournal of the Hydraulics Division, 1973
- Modeling infiltration during a steady rainWater Resources Research, 1973
- De Saint-Venant Equations Experimentally VerifiedJournal of the Hydraulics Division, 1971
- An Implicit Method for Numerical Flood RoutingWater Resources Research, 1968
- Difference Solutions of the Shallow-Water EquationJournal of the Engineering Mechanics Division, 1967