Live-Bed Local Pier Scour Experiments

Journal of Hydraulic Engineering

Volumn 132, Issue 7, 2006, Pages 635-642

  Sheppard, D Max ^a   Miller, William ^b  

^a UNIVERSITY OF FLORIDA   (United States)

^b Taylor Engineering Inc Florida   (United States)

Author keywords

Bedforms

Indexed keywords

HYDRAULIC LABORATORIES; PILES; EROSION; FLOW OF WATER; MATHEMATICAL MODELS; SCOUR; SEDIMENTS;

AUCKLAND; BEDFORMS; CIRCULAR PILES; COHESIONLESS SEDIMENTS; CONTROLLED EXPERIMENT; LOCAL SCOUR; NEW ZEALAND; PIER SCOUR; WATER DEPTH; WATER FLOWS;

SCOUR; BRIDGE PIERS;

BRIDGE FOUNDATION; FLOW VELOCITIES; TILTING FLUME;

BRIDGE PIERS; EROSION; FLOW OF WATER; MATHEMATICAL MODELS; PILES; SCOUR; SEDIMENTS;

BEDFORM; FLOW VELOCITY; PIER; PILE; SCOUR; SOIL-STRUCTURE INTERACTION; WATER DEPTH;

AUCKLAND; AUSTRALASIA; NEW ZEALAND; NORTH ISLAND;

EID: 33745236080     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2006)132:7(635)     Document Type: Article

References (12)

1. Breusers, H. N. C., Nicollet, G., and, Shen, H. W. (1977). Local scour around cylindrical piers. J. Hydraul. Res. JHYRAF 0022-1686, 15 (3), 211-252.
2. Chiew, Y. M. (1984). Local scour at bridge piers. Rep. No. 355, Dept. of Civil Engineering, Univ. of Auckland, Auckland, New Zealand.
3. Ettema, R. (1980). Scour at bridge piers. Rep. No. 236, Dept. of Civil Engineering, Univ. of Auckland, Auckland, New Zealand.
4. Melville, B. W. (1997). Pier and abutment scour: Integrated approach. J. Hydraul. Eng. JHEND8 0733-9429, 123 (2), 125-136. 10.1061/(ASCE)0733-9429(1997)123:2(125)
5. Melville, B. W., and, Chiew, Y. M. (1999). Time scale for local scour at bridge piers. J. Hydraul. Eng. JHEND8 0733-9429, 125 (1), 59-65. 10.1061/(ASCE)0733-9429(1999)125:1(59)
6. Richardson, E. V., and, Davis, S. R. (2001). Evaluating scour at bridges. Publication No. FHwA NHI 01-001, Hydraulic Engineering Circular No. 18, Federal Highway Administration, U.S. Dept. of Transportation, Washington, D.C.
7. Sheppard, D. M. (1999). Conditions of maximum local structure-induced sediment scour. Stream Stability and Scour at Highway Bridges, Compendium of Papers, Water Resources Engineering Conf. 1991 to 1998, Everett V. Richardson and Peter F. Lagasse., eds., ASCE, Reston, Va.
8. Sheppard, D. M. (2003a). Large-scale and live-bed local pier scour experiments. Coastal Engineering Technical Rep. No. 133, Civil and Coastal Engineering Dept., Univ. of Florida, Gainesville, Fla.
9. Sheppard, D. M. (2003b). Large-scale clear-water local pier scour experiments. Coastal Engineering Technical Rep. No. 131, Civil and Coastal Engineering Dept., Univ. of Florida, Gainesville, Fla.
10. Sheppard, D. M. (2004). An overlooked local sediment scour mechanism. Transportation Research Record. 1890, Transportation Research Board, Washington, D.C., 107-111.
11. Sheppard, D. M., Ontowirjo, B., and, Zhao, G. (1995). Local scour near single piles in steady currents. Proc., 1st Hydraulics Engineering Conf., San Antonio, Tex.
12. van Rijn, Leo C. (1993). Principals of sediment transport in rivers, estuaries and coastal seas, Aqua, Amsterdam, The Netherlands.