Clicking "Download" will only navigate to the article page. To access the full article or download the PDF using your institute or individual membership, please click here for detailed instructions.
Author(s): W.H. Hager
Linked Author(s):
Keywords:
Abstract: Based on a literature review, the most general equations are given for steady channel flows with increasing discharge; one-dimensional flow and hydrostatic pressure distribution is assumed. The prismatic, rectangular channel with arbitrary bottom slope and the non-prismatic, rectangular, nearly horizontal channel are investigated in detail. For these, equations are solved for arbitrary up- and downstream conditions. The solutions are illustrated by examples and comparison is made with experiments.
DOI: https://doi.org/10.1080/00221688309499413
Year: 1983