Flow Intensity Parameter in Pier Scour Experiments

Journal of Hydraulic Engineering

Volumn 133, Issue 11, 2007, Pages 1261-1264

  Simarro, Gonzalo ^a   Teixeira, Luis ^b   Cardoso, António H ^c  

^a UNIVERSITY OF CASTILLA LA MANCHA   (Spain)

^b UNIVERSIDAD DE LA REPÚBLICA   (Uruguay)

^c INSTITUTO SUPERIOR TÉCNICO   (Portugal)

Author keywords

Bridge piers; Dimensional analysis; Experimentation; Parameters; Scour; Sediment transport

Indexed keywords

BRIDGE PIERS; SEDIMENT TRANSPORT; WATER RESOURCES; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SCOUR;

DIMENSIONAL ANALYSIS; EXPERIMENTATION; FLOW INTENSITY; INTENSITY PARAMETERS; LOCAL SCOUR; PARAMETER; PIER SCOUR; TECHNICAL NOTES; UPSTREAM VELOCITY; VISCOUS EFFECT;

SCOUR; BRIDGE PIERS;

DIMENSIONAL ANALYSIS; FLOW INTENSITY PARAMETER;

BRIDGE PIERS; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SCOUR; SEDIMENT TRANSPORT;

BRIDGE; EXPERIMENTAL STUDY; FLOW VELOCITY; PIER; SCOUR; SEDIMENT TRANSPORT; WATER FLOW;

EID: 36448993008     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2007)133:11(1261)     Document Type: Article

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