Technical Papers
Nov 8, 2022

A Physical and Numerical Investigation of Flow–Barrier Interaction for the Design of a Multiple-Barrier System

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 1

Abstract

Multiple barriers have become popular to mitigate debris flows worldwide. Existing guidelines only recommend the minimum spacing based on volume retention, and the influence of flow–barrier interaction is ignored. It is obvious that understanding the flow–barrier interaction for a multiple-barrier system is imperative for safer and more economical designs. In this study, a physical experiment of debris flow impacting a dual rigid barrier system conducted in a 28-m-long flume is presented. The experimental results are used to calibrate a numerical model based on the lattice Boltzmann method (LBM) with a new Voellmy-like rheology. A numerical parametric study is then conducted to investigate the influence of the barrier heights and of the spacing between the barriers on the overflow mechanisms, the material depositions, and the impact dynamics. A new method to estimate the launching angle using the ratio between the barrier height and the flow thickness is proposed to calculate the overflow distance L+. Furthermore, the existing volume retention criterion can be used when spacing L is between 2 and 5 times the overflow distance L+ (i.e., L/L+25) and both barriers have a similar height. Whereas, when L/L+>10, a smaller first barrier results in reduced impact force due to flow thinning and spreading between barriers.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The work described in this paper is supported by a grant from the Research Grants Council of the Hong Kong Special Administrative Region, China (Project Nos. AoE/E-603/18, 16209717, 16212618 and 16210219). The authors are grateful for the financial sponsorship from the National Natural Science Foundation of China (51709052) and from the Higher Education Commission (HEC) of Pakistan. Computational resources were provided by HPC@POLITO, a project of Academic Computing within the Department of Control and Computer Engineering at Politecnico di Torino (http://www.hpc.polito.it).

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 1January 2023

History

Received: Feb 15, 2022
Accepted: Aug 18, 2022
Published online: Nov 8, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 8, 2023

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C. W. W. Ng, F.ASCE
Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China.
Lecturer, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sheffield, S1 3JD, UK; formerly, Postdoctoral Fellow, Dept. of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Turin, 10129, Italy. ORCID: https://orcid.org/0000-0002-7900-8376
Engineer, Ove Arup and Partners Hong Kong Ltd., Level 5, Festival Walk, 80 Tat Chee Ave., Kowloon Tong, Hong Kong, China; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China (corresponding author). Email: [email protected]
M. Pirulli
Associate Professor, Dept. of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Turin, 10129, Italy.
C. E. Choi
Assistant Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Clear Water Bay, Kowloon, Hong Kong, China.

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Cited by

  • Experimental and SPH Modeling of Debris-Flow Impact on Dual Rigid Barriers with Deflector, Journal of Geotechnical and Geoenvironmental Engineering, 10.1061/JGGEFK.GTENG-12192, 150, 5, (2024).
  • A New Overflow Number for Analyzing and Designing Dual Rigid Barriers with Basal Clearance, Journal of Geotechnical and Geoenvironmental Engineering, 10.1061/JGGEFK.GTENG-11873, 150, 6, (2024).

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