Research Article
Nov 1982

Computation of Flow Patterns in Rivers

Publication: Journal of the Hydraulics Division
Volume 108, Issue 11

Abstract

Quasisteady flow in a river with flood plains is considered with the objective of determining flood levels and flow patterns. The two-dimensional hydrodynamic equations are solved using a time-dependent, finite-difference method. Bottom and lateral friction are found to have an important influence. The mathematical model is calibrated and verified, using detailed laboratory measurements. A fair agreement is found, but the need of calibrating frictional parameters with field data is stressed.

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Published In

Journal of the Hydraulics Division
Volume 108Issue 11November 1982
Pages: 1296 - 1310

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Published in print: Nov 1982
Published online: Feb 3, 2021

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C. B. Vreugdenhil
Specialist in Computational Hydr., Delft Hydraulics Lab., Delft, the Netherlands
J. H. A. Wijbenga
Project Engr., Delft Hydr. Lab., Delft, the Netherlands

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