Grain-scale nonequilibrium sediment-transport model for unsteady flow

Journal of Hydraulic Engineering

Volumn 139, Issue 1, 2013, Pages 22-36

  Zhang, Shiyan ^a   Duan, Jennifer G ^a   Strelkoff, Theodor S ^b  

^a University of Arizona   (United States)

^b U S DEPARTMENT OF AGRICULTURE   (United States)

Author keywords

Adaptation length; Bed load layer; Dam break flow over erodible beds; Finite volume method; Nonequilibrium transport

Indexed keywords

ADAPTATION LENGTH; BED LOAD; CONTINUITY EQUATIONS; ERODIBLE BEDS; EXPERIMENTAL MEASUREMENTS; MOMENTUM CONSERVATION EQUATIONS; NON-EQUILIBRIUM SEDIMENT TRANSPORT; NONEQUILIBRIUM TRANSPORT; FINITE VOLUME MODELING; GOVERNING EQUATIONS; MASS CONSERVATION EQUATIONS; ONE-DIMENSIONAL; SEDIMENT LADEN FLOWS; SEDIMENT TRANSPORT MODELLING;

COMPUTER SIMULATION; FINITE VOLUME METHOD; SEDIMENTOLOGY; SHEAR STRESS; SUSPENDED SEDIMENTS; UNSTEADY FLOW; SEDIMENTATION; SHEAR FLOW;

SEDIMENT TRANSPORT;

BEDLOAD; FINITE ELEMENT METHOD; ONE-DIMENSIONAL MODELING; SEDIMENT TRANSPORT; SUSPENDED LOAD; SUSPENDED SEDIMENT; UNSTEADY FLOW;

EID: 84876710106     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000645     Document Type: Article

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