BOUNDARY SHEAR IN CIRCULAR PIPES RUNNING PARTIALLY FULL

Journal of Hydraulic Engineering

Volumn 126, Issue 4, 2000, Pages 263-275

  Knight, Donald W ^a   Sterling, Mark ^a  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

SEDIMENT TRANSPORT; SHEAR FLOW; CHANNEL FLOW; CULVERTS; MATHEMATICAL MODELS; SEWERS; SHEAR STRESS; TUNNELS; WATER LEVELS;

BOUNDARY SHEAR STRESS; BOUNDARY SHEARS; CIRCULAR CONDUIT; CIRCULAR PIPE; DEPOSITED SEDIMENTS; FLAT BEDS; FLOW CONDITION; PRESTON; WATER DEPTH; WETTED PERIMETERS;

SHEAR STRESS; PIPE FLOW;

KNIGHT'S EMPIRICAL FORMULA;

CLOSED CONDUIT; CONDUIT; PIPE FLOW; SECONDARY FLOW; SEDIMENT TRANSPORT; SHEAR STRESS;

EID: 0034173871     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2000)126:4(263)     Document Type: Article

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