Case Study: Experimental Investigation into the Feasibility of Pier Nose Extensions to Reduce Local Scour around Bridge Piers-Reference-Cited by-同舟云学术

Case Study: Experimental Investigation into the Feasibility of Pier Nose Extensions to Reduce Local Scour around Bridge Piers

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Sharp Jeremy A.¹,McAlpin Tate O.²

Affiliation:

1. Research Hydraulic Engineer, US Army Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS 39180 (corresponding author).

2. Research Physicist, US Army Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS 39180.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001948

Reference51 articles.

1. Local Scour Around Cylindrical Piers

2. Chabert, J., and P. Engeldinger. 1956. Etude des affouillements autour des piles des ponts. [In French.] Chatou, France: Laboratoire d’Hydraulique.

3. An experimental study of reducing scour around bridge piers using piles;Chang F. F. M.;J. Hydraul. Eng.,1972

4. Chiew Y. M. 1984. “Local scour at bridge piers.” Rep. No. 355 Auckland New Zealand: School of Engineering Univ. of Auckland.

5. Scour Protection at Bridge Piers

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