DETERMINATION OF VELOCITY IN ESTUARY FOR BRIDGE SCOUR COMPUTATIONS

Journal of Hydraulic Engineering

Volumn 124, Issue 6, 1998, Pages 619-628

  Edge, Billy L ^a   Scheffner, Norman W ^b   Fisher, John S ^c   Vignet, Stephan N ^d  

^a TEXAS A AND M UNIVERSITY   (United States)

^b Waterways Experiment Station   (United States)

^c NORTH CAROLINA STATE UNIVERSITY   (United States)

^d Edge and Assoc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; FLOODS; HYDRODYNAMICS; OCEANOGRAPHY; STOCHASTIC SYSTEMS; STORMS; WATER LEVELS; BRIDGE PIERS; COMPUTATIONAL METHODS; COMPUTER SIMULATION; HURRICANES; RANDOM PROCESSES; RUNOFF; SCOUR; TIDES; VELOCITY CONTROL;

APPROPRIATE DESIGNS; BRIDGE SCOUR; DYNAMIC CHANGES; INDIAN RIVERS; OCEAN BOUNDARIES; OCEAN WATER; PROJECT SITE; STOCHASTIC REPRESENTATIONS; STORM SURGES; WATER SURFACE;

ESTUARIES;

SINGLE DESIGN HYDROGRAPH METHODS; STORM SURGES;

BRIDGE; ESTUARY; SCOUR; VELOCITY;

BRIDGE; BRIDGES; ESTUARIES; ESTUARY; SCOUR; SCOURING; VELOCITY;

EID: 0032100229     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1998)124:6(619)     Document Type: Article

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