Theoretical development on the effects of changing flow hydraulics on incipient bed load motion

Water Resources Research

Volumn 45, Issue 4, 2009, Pages

  Recking, A ^a  

^a Cemagref   (France)

Author keywords

[No Author keywords available]

Indexed keywords

BED LOAD; CLASSICAL LOGARITHMIC; CONSTANT VELOCITIES; DATA SETS; FIELD APPLICATION; FIELD MEASUREMENT; FLOW HYDRAULICS; FLOW PROPERTIES; FLOW RESISTANCE; FORCE BALANCE MODELS; GRAVEL BED; INCIPIENT MOTION; MEAN VELOCITIES; ROUGHNESS LAYERS; STEEP SLOPE; THEORETICAL DEVELOPMENT; UNIFORM SEDIMENTS; VELOCITY PROFILES;

CHANNEL CAPACITY; ELECTRIC FIELD MEASUREMENT; SEDIMENT TRANSPORT; VELOCIMETERS; VELOCITY MEASUREMENT;

VELOCITY;

BEDLOAD; FLOW STRUCTURE; FLOW VELOCITY; FLUME EXPERIMENT; GRAVEL; GRAVITY FIELD; SEDIMENT TRANSPORT; THEORETICAL STUDY; TURBULENT FLOW; VELOCITY PROFILE;

EID: 67649986564     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2008WR006826     Document Type: Article

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