Physical scale modelling of scour around bridge piers-Reference-Cited by-同舟云学术

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Physical scale modelling of scour around bridge piers

Published:2018-07-27 Issue:2 Volume:57 Page:227-237
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Link Oscar¹,Henríquez Sebastian²,Ettmer Bernd³

Affiliation:

1. Professor, Department of Civil Engineering, University of Concepción, Concepción, Chile

2. MSc Student, Department of Civil Engineering, University of Concepción, Concepción, Chile.

3. Professor, Department of Water and Waste Management, University of Applied Sciences Magdeburg, Magdeburg, Germany.

Funder

Comisión Nacional de Investigación Científica y Tecnológica

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221686.2018.1475428

Reference52 articles.

1. Clear-Water Local Scour around Pile Groups in Shallow-Water Flow

2. Time-resolved flow dynamics and Reynolds number effects at a wall–cylinder junction

3. Experimental Investigation of Clear-Water Local Scour at Pile Groups

4. A reappraisal of bridge piers scour vulnerability: a case study in the Upper Tiber River basin (central Italy)

5. Survey of Lightweight Sediments for Use in Mobile-Bed Physical Models

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2. An energy conservation model for the temporal evolution of local scour depth at bridge piers during floods;INT J SEDIMENT RES;2024

3. Water penetrating radar: A fluvial scour study of antenna performance and data processing;River Research and Applications;2024-07-17

4. Experimental investigation of three-dimensional flow dynamics in a laboratory-scale meandering channel under subcritical flow condition;Ocean Engineering;2024-06

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