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Volumn 46, Issue 4, 2008, Pages 543-547
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Curvilinear flow over round-crested weirs
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Author keywords
Critical flow; One dimensional flow; Open channels; Spillways; Weirs
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Indexed keywords
OPEN CHANNEL FLOW;
SPILLWAYS;
TECHNOLOGY;
WEIRS;
CRITICAL FLOW;
CRITICAL FLOWS;
DAM ENGINEERING;
DISCHARGE COEFFICIENTS;
EXPERIMENTAL DATA;
FLOW FEATURES;
FLOW MODELLING;
LINEAR LAWS;
NEW PARAMETERS;
ONE-DIMENSIONAL FLOW;
OPEN CHANNELS;
POTENTIAL FLOW EQUATION;
RADIUS OF CURVATURE;
REASONABLE AGREEMENT;
SPILLWAY FLOW;
HYDRAULIC STRUCTURES;
CRITICAL FLOW;
DAM;
EXPERIMENTAL STUDY;
FLOW STRUCTURE;
HYDRAULICS;
OPEN CHANNEL FLOW;
PARAMETERIZATION;
SPILLWAY;
WEIR;
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EID: 49849096382
PISSN: 00221686
EISSN: None
Source Type: Journal
DOI: 10.3826/jhr.2008.3251 Document Type: Article |
Times cited : (29)
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References (11)
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