Continuum bed model for estuarine sediments based on nonlinear consolidation theory

Journal of Hydraulic Engineering

Volumn 125, Issue 3, 1999, Pages 300-304

  Govindaraju, Rao S ^a   Ramireddygari, Sreepathi R ^b   Shrestha, Parmeshwar L ^c   Roig, Lisa C ^d  

^a PURDUE UNIVERSITY   (United States)

^b Sunflower Networking Group   (United States)

^c HydroQual Inc   (United States)

^d WATERWAYS EXPERIMENT STATION   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONTINUUM MECHANICS; NONLINEAR EQUATIONS; NONLINEAR SYSTEMS; SEDIMENTS; SHEAR STRENGTH; SHEARING; BOUNDARY CONDITIONS; ESTUARIES; LINEARIZATION; MATHEMATICAL MODELS;

CONTINUUM THEORY; ESTUARINE SEDIMENTS; NONLINEAR CONSOLIDATION THEORY; PROPERTY; SEDIMENT BEDS; SHEARING FORCE; SHEARS STRENGTH; TIME DEPENDENT; VOIDS RATIO; WATER MOVEMENTS;

SURFACE WATERS; SEDIMENT TRANSPORT;

CONTINUUM BED MODEL; NONLINEAR CONSOLIDATION THEORY;

BED; ESTUARY; MATHEMATICAL MODELING; SEDIMENT TRANSPORT;

ESTUARY; MATHEMATICAL METHOD; SEDIMENT TRANSPORT;

EID: 0040440146     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1999)125:3(300)     Document Type: Article

References (14)

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