Second-Order Solution for Damped Cooscillating Tide in Narrow Canal

Journal of Hydraulic Engineering

Volumn 124, Issue 12, 1998, Pages 1253-1260

  Kreeke, Jacobus Van De ^a   Iannuzzi, Richard A ^b  

^a UNIVERSITY OF MIAMI   (United States)

^b Department of Earth and Environmental Sciences   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CANALS; ENERGY DISSIPATION; EQUATIONS OF MOTION; FRICTION; HYDRAULIC STRUCTURES; LINEARIZATION; NONLINEAR EQUATIONS; OCEAN CURRENTS; PERTURBATION TECHNIQUES; SEDIMENTS; TIDES; WATER LEVELS;

FRICTION TERM; INTERNAL GENERATION; MOMENTUM EQUATION; NONLINEAR TERMS; NUMERICAL SOLUTION; SECOND ORDERS; SECOND-ORDER SOLUTIONS; SHALLOW WATER EQUATIONS; TIDAL CURRENTS; WEAKLY NON-LINEAR;

PERTURBATION TECHNIQUES; CANALS;

DAMPED COOSCILLATING TIDES; SECOND-ORDER ANALYTICAL SOLUTION;

CANAL; OSCILLATING FLOW; SEDIMENT TRANSPORT; SHALLOW-WATER EQUATION; TIDAL FLOW;

EID: 0032466790     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1998)124:12(1253)     Document Type: Article

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