Evolution of scour depth at circular bridge piers

Journal of Hydraulic Engineering

Volumn 130, Issue 9, 2004, Pages 905-913

  Chang, Wen Yi ^a,b   Lai, Jihn Sung ^c   Yen, Chin Lien ^b  

^a NATIONAL CENTER FOR HIGH PERFORMANCE COMPUTING   (Taiwan)

^b NATIONAL TAIWAN UNIVERSITY   (Taiwan)

^c NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

Bridges, piers; Scour; Sediment; Unsteady flow

Indexed keywords

BRIDGE PIERS; GRAIN SIZE AND SHAPE; MIXING; SEDIMENTS; UNSTEADY FLOW; COMPUTATIONAL METHODS; PIERS; SEDIMENT TRANSPORT; STEADY FLOW;

BED MATERIALS; BRIDGES , PIERS; CIRCULAR BRIDGES; CLEAR-WATER SCOURS; GEOMETRIC STANDARD DEVIATIONS; GRAIN SIZE DISTRIBUTION; NON-UNIFORM SEDIMENTS; SEDIMENT SIZE; CLEAR WATER SCOUR; CONDITION; MIXING LAYERS; NONUNIFORM SEDIMENT; SCOUR DEPTH; SIZE VARIATION; UNIFORM SEDIMENTS;

SCOUR;

NONUNIFORM SEDIMENTS; STANDARD DEVIATION;

BRIDGE; FLOW AROUND OBJECT; SCOUR; STEADY FLOW; UNSTEADY FLOW;

EID: 4444352901     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2004)130:9(905)     Document Type: Article

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