Flume tests for scour in clay at circular piers

Journal of Hydraulic Engineering

Volumn 127, Issue 11, 2001, Pages 969-978

  Ting, Francis C K ^a   Briaud, Jean Louis ^b   Chen, H C ^b   Gudavalli, Rao ^c   Perugu, Suresh ^b   Wei, Gengsheng ^b  

^a South Dakota State University   (United States)

^b TEXAS A AND M UNIVERSITY   (United States)

^c ATSER LLC   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE PIERS; EXTRAPOLATION; PIERS; SCOUR; CLAY; REYNOLDS NUMBER; SAND;

APPROACH FLOW; DEPTH OF SCOURS; FLOW CONDITION; FLOW DEPTH; FUNCTION OF TIME; GRADUALLY VARIED FLOW; LOCAL SCOUR; REYNOLD NUMBER; SCOUR DEPTH; SCOUR HOLES;

REYNOLDS NUMBER; HYDRAULICS;

FROUDE NUMBER;

CLAY; EXPERIMENTAL STUDY; FLUME; FROUDE NUMBER; PIER; REYNOLDS NUMBER; SCOUR;

EID: 0035504913     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2001)127:11(969)     Document Type: Article

References (20)

1. Flow around bridge piers
2. Prediction of creep shrinkage and temperature effects in concrete structures
3. Local scour around cylindrical piers
4. SRICOS: Prediction of Scour Rate in Cohesive Soils at Bridge Piers
5. The turbulent flow field around a circular cylinder
6. Scale effect in pier-scour experiments
7. Channel scour at bridges in the United States
8. Flow characteristics in local scour at bridge piers
9. Effect of clay content on bridge scour
10. Pier scour in Montmorillonite clay soils
11. Local scour around bridge piers