EFFECTS OF RECTANGULAR FOUNDATION GEOMETRY ON LOCAL PIER SCOUR

Journal of Hydraulic Engineering

Volumn 122, Issue 1, 1996, Pages 35-40

  Parola, A C ^a   Mahavadi, S K ^a   Brown, B M ^b   El Khoury, A ^c  

^a Ogden Environ and Energy Services   (United States)

^b Ogden Environ and Energy Services   (United States)

^c UNIVERSITY OF LOUISVILLE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE PIERS; FOUNDATIONS; PIERS; ACCELERATION; ESTIMATION; FORECASTING; GEOMETRY; GRAVITATION; NUMERICAL METHODS; SCOUR; SEDIMENT TRANSPORT; VELOCITY; VORTEX FLOW;

% REDUCTIONS; LABORATORY STUDIES; LOCAL SCOUR; PIER SCOUR; RECTANGULAR FOUNDATIONS; SCOUR DEPTH; STREAMBEDS; WIDTH RATIO;

SCOUR; HYDRAULICS;

LOCAL PIER SCOUR; RECTANGULAR FOUNDATION GEOMETRY; SCOUR DEPTH; STREAMBED; UPSTREAM FOUNDATION;

EID: 0029780571     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1996)122:1(35)     Document Type: Article

References (8)

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