MODELING MULTIPLE CRITICAL DEPTHS1
作者:
Robert G. Traver,
期刊:
JAWRA Journal of the American Water Resources Association
(WILEY Available online 1994)
卷期:
Volume 30,
issue 1
页码: 85-91
ISSN:1093-474X
年代: 1994
DOI:10.1111/j.1752-1688.1994.tb03275.x
出版商: Blackwell Publishing Ltd
关键词: critical depth;open channel hydraulics;modeling;water resources planning;simulation
数据来源: WILEY
摘要:
ABSTRACT:This paper explores the occurrence of multiple critical depths in one‐dimensional computational models of open channel systems. The mathematical formulation is reviewed, including examination of the number of possible roots by Descartes' Rule. Governing equations and dependent variables are scrutinized using two compound cross sections. Occurrence tendencies are reviewed for singular channels. Critical flow is introduced as a tool to determine the existence and location of computationally based multiple critical depths. A strategy to manage multiple critical depths in existing one‐dimensional steady or unsteady models is propo
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