Sediment transport model for seepage erosion of streambank sediment

Journal of Hydrologic Engineering

Volumn 11, Issue 6, 2006, Pages 603-611

  Fox, Garey A ^a   Wilson, G V ^b   Periketi, R K ^c   Cullum, R F ^b  

^a OKLAHOMA STATE UNIVERSITY   (United States)

^b USDA ARS NATIONAL SEDIMENTATION LABORATORY   (United States)

^c Creegan and D'Angelo Consultants   (United States)

Author keywords

Bank erosion; Bank stabilization; Sediment transport; Seepage; Unsaturated flow

Indexed keywords

EROSION; HYDRAULIC CONDUCTIVITY; LYSIMETERS; MATHEMATICAL MODELS; MECHANICAL PERMEABILITY; SHEAR STRESS; SOIL MECHANICS;

SEDIMENT FLUX; SEEPAGE EROSION; STREAMBANK SEDIMENT; SUBSURFACE FLOW; UNSATURATED FLOW;

SEDIMENT TRANSPORT;

EROSION; HYDRAULIC CONDUCTIVITY; LYSIMETERS; MATHEMATICAL MODELS; MECHANICAL PERMEABILITY; SEDIMENT TRANSPORT; SHEAR STRESS; SOIL MECHANICS;

BANK EROSION; FLUVIAL DEPOSIT; HYDRAULIC CONDUCTIVITY; LYSIMETER; SEDIMENT TRANSPORT; SEEPAGE; SUBSURFACE FLOW;

LITTLE TOPASHAW CREEK; MISSISSIPPI; NORTH AMERICA; UNITED STATES;

EID: 33750106153     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(2006)11:6(603)     Document Type: Article

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