Examining the physical components of boundary shear stress for water-worked gravel deposits

Earth Surface Processes and Landforms

Volumn 35, Issue 10, 2010, Pages 1240-1246

  Cooper, James R ^a   Tait, Simon J ^a  

^a UNIVERSITY OF BRADFORD   (United Kingdom)

Author keywords

Boundary shear stress; Double averaging; Fluid forces; Piv; Water worked gravel beds

Indexed keywords

BOUNDARY SHEAR STRESS; CO-LOCATED; DOUBLE-AVERAGING; ENHANCED MOBILITY; FLUID FORCES; FLUVIAL DEPOSITS; GRAVEL BED; GRAVEL DEPOSIT; HIGH QUALITY; LABORATORY EXPERIMENTS; LOGICAL FRAMEWORKS; MOMENTUM EQUATION; OVER WATER; PHYSICAL COMPONENTS; PHYSICAL MECHANISM; PHYSICALLY BASED; PIV; ROUGHNESS LAYERS; SAND MIXTURE; SEDIMENT WATER INTERFACE; SPATIAL AVERAGING; SPATIAL DATA; SPATIAL FLUCTUATION; TRANSFER MECHANISMS; VERTICAL POROSITY;

DEPOSITS; FLOW VELOCITY; FLUIDS; GRAVEL; MOMENTUM TRANSFER; REYNOLDS EQUATION; SEDIMENTOLOGY; SHEAR STRESS; STRENGTH OF MATERIALS; SURFACE TOPOGRAPHY;

DATA FLOW ANALYSIS;

BOTTOM TOPOGRAPHY; ENTRAINMENT; FLOW FIELD; FLOW VELOCITY; FLUVIAL DEPOSIT; GRAVEL; MOMENTUM TRANSFER; POROSITY; SEDIMENT-WATER INTERFACE; SHEAR STRESS;

EID: 77955729497     PISSN: 01979337     EISSN: 10969837     Source Type: Journal    
DOI: 10.1002/esp.2020     Document Type: Article

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