Experimental Study of Flow Characteristics and Geometry of Scour Hole around Cylindrical Piers Subject to Wave and Current-Reference-Cited by-同舟云学术

Experimental Study of Flow Characteristics and Geometry of Scour Hole around Cylindrical Piers Subject to Wave and Current

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Mowla Qazi Ashique E.¹^ORCID,Ahmari Habib²

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, P.O. Box 19308, Arlington, TX 76019 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, P.O. Box 19308, Arlington, TX 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JWPED5.WWENG-2022

Reference56 articles.

1. Ahmari, H., M. Hummel, S.-H. S. Chao, S. M. I. Kabir, F. Pervaiz, B. R. Acharya, M. Dean, and Q. A. Mowla. 2021. Identify and analyze inundated bridge superstructures in high velocity flood events. Arlington, TX: Univ. of Texas.

2. Assessment the effects of different parameters to rate scour around single piers and pile groups: A review;Akhlaghi E.;Arch. Comput. Methods Eng.,2020

3. Bridge piers—Hydrodynamic force coefficients;Apelt C.;J. Hydraul. Eng.,1968

4. Armbrust, S. F. 1982. Scour about a cylindrical pile due to steady and oscillatory motion. College Station, TX: Texas A&M Univ.

5. Experimental study of local scour around a vertical cylinder under wave-only and combined wave-current conditions in a large-scale flume;Chen B.;J. Hydraul. Eng.,2018

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