Bridge pier scour mitigation under steady and unsteady flow conditions

Acta Geophysica

Volumn 60, Issue 4, 2012, Pages 1076-1097

  Tafarojnoruz, Ali ^a   Gaudio, Roberto ^a   Calomino, Francesco ^a  

^a UNIVERSITY OF CALABRIA   (Italy)

Author keywords

bed sill; bridge pier; collar; countermeasure; scour; unsteady flow

Indexed keywords

BED-SILL; BRIDGE FOUNDATION; BRIDGE SAFETY; COLLAR; COUNTERMEASURE; FLOW CONDITION; HIGHER EFFICIENCY; HYDROGRAPHS; IN-LINE; LOCAL SCOURING; RIVER MORPHOLOGY; SCOUR DEPTH; SCOUR HOLES; SEDIMENT MOTION; THRESHOLD CONDITION;

BRIDGE PIERS; EFFICIENCY; MORPHOLOGY; PIERS; UNSTEADY FLOW;

SCOUR;

BRIDGE; FLOW VELOCITY; FOUNDATION; HYDROGRAPH; PEAK FLOW; PIER; SCOUR; STEADY FLOW; UNSTEADY FLOW;

EID: 84862160808     PISSN: 18956572     EISSN: 18957455     Source Type: Journal    
DOI: 10.2478/s11600-012-0040-x     Document Type: Article

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