Semi-empirical model for channel bed evolution due to lateral discharge withdrawal

Journal of Hydraulic Research

Volumn 48, Issue 2, 2010, Pages 161-168

  Rosier, Burkhard ^a,b   Boillat, Jean Louis ^a   Schleiss, Anton J ^a  

^a EPFL   (Switzerland)

^b FICHTNER GmbH and Co KG   (Germany)

Author keywords

Bed morphology; deposition; sediment transport; semi empirical model; side overflow; side weir

Indexed keywords

APRIORI; BED MORPHOLOGY; CHANNEL BED; DESIGN DISCHARGE; DIMENSIONLESS PARAMETERS; EMPIRICAL MODEL; FLOOD ROUTING; INPUT PARAMETER; NUMERICAL FLOW; SEDIMENT DEPOSITS; SEDIMENT TRANSPORT CAPACITY; SEMI-EMPIRICAL MODEL; SEMIEMPIRICAL MODELS;

DEPOSITS; DIELECTRIC PROPERTIES; DISTRIBUTION FUNCTIONS; HYDRAULIC STRUCTURES; MORPHOLOGY; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTOLOGY; SOIL MECHANICS; WEIRS;

THREE DIMENSIONAL;

CHANNEL HYDRAULICS; CHANNEL MORPHOLOGY; DEPOSITION; EMPIRICAL ANALYSIS; FLOOD ROUTING; FLUME EXPERIMENT; GEOMETRY; LEVEE; SEDIMENT TRANSPORT; THREE-DIMENSIONAL FLOW; WEIR;

EID: 77954931191     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221681003704129     Document Type: Article

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