Non-uniformity and layering in sediment transport modelling 1: Flume simulations

Journal of Hydraulic Research

Volumn 49, Issue 3, 2011, Pages 325-334

  Tritthart, Michael ^a   Schober, Bernhard ^a   Habersack, Helmut ^a  

^a UNIVERSITY OF NATURAL RESOURCES AND LIFE SCIENCES   (Austria)

Author keywords

Bed load; empirical equation; flume experiment; numerical model; sediment transport

Indexed keywords

BED DEFORMATION; BED LOAD; BED MATERIALS; BED SHEAR STRESSS; CHANNEL BEND; EMPIRICAL EQUATIONS; FLUME EXPERIMENT; GRAIN SIZE DISTRIBUTION; HYDRODYNAMIC CODES; LATERAL CONTRACTION; NONUNIFORMITY; NUMERICAL MODELS; SEDIMENT SIZE FRACTIONS; SEDIMENT TRANSPORT MODEL; TRANSPORT EQUATION; TRANSPORT MODELLING;

ANOXIC SEDIMENTS; COMPUTER SIMULATION; EXPERIMENTS; GRAIN SIZE AND SHAPE; SEDIMENT TRANSPORT; SEDIMENTATION; SHEAR FLOW; SOIL MECHANICS;

SEDIMENTOLOGY;

BEDLOAD; CHANNEL HYDRAULICS; EMPIRICAL ANALYSIS; FLUME EXPERIMENT; GRAIN SIZE; MODEL VALIDATION; NUMERICAL MODEL; SEDIMENT TRANSPORT; SHEAR STRESS; SIZE DISTRIBUTION; STEADY FLOW;

EID: 79959443104     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2011.583528     Document Type: Article

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