Role of suspended-sediment particle size in modifying velocity profiles in open channel flows

Water Resources Research

Volumn 39, Issue 2, 2003, Pages

  Cao, Zhixian ^a,d   Egashira, Shinji ^b   Carling, Paul A ^c  

^a HERIOT WATT UNIVERSITY   (United Kingdom)

^b RITSUMEIKAN UNIVERSITY   (Japan)

^c UNIVERSITY OF SOUTHAMPTON   (United Kingdom)

^d TIANJIN UNIVERSITY   (China)

Author keywords

Fluvial hydraulics; Particle size; Sediment transport; Turbulence modulation; Two phase flow; Velocity profile

Indexed keywords

PARTICLE SIZE ANALYSIS; SEDIMENTS; SUSPENSIONS (FLUIDS); TURBULENCE; VISCOSITY;

SHEAR VELOCITY;

WATER RESOURCES;

OPEN CHANNEL FLOW; PARTICLE SIZE; SUSPENDED LOAD; TURBULENCE; VELOCITY PROFILE;

OPEN CHANNEL FLOW; PARTICLE SIZE; SUSPENDED SEDIMENT; TURBULENCE; VELOCITY PROFILE;

EID: 1542442756     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2001WR000934     Document Type: Article

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