DONATE

IAHR Document Library


« Back to Library Homepage « Journal of Hydraulic Research 1989 Issue 3

The level-reservoir approximation for unsteady flows on sloping channels

Author(s): B. Hunt

Linked Author(s):

Keywords:

Abstract: A perturbation approach is used to estimate the error involved in the level-reservoir approximation. Bed resistance is neglected, and zero inflow is assumed to occur at the moving shoreline. The results show that the level-reservoir approximation is valid when reservoir levels change relatively slowly. The approximation is also used to obtain a boundary condition in tidal calculations for shorelines with sloping boundaries, and a simple example is worked.

DOI: https://doi.org/10.1080/00221688909499169

Year: 1989

Copyright © 2024 International Association for Hydro-Environment Engineering and Research. All rights reserved. | Terms and Conditions