Skip navigation
  • 中文
  • English

DSpace CRIS

  • DSpace logo
  • Home
  • Research Outputs
  • Researchers
  • Organizations
  • Projects
  • Explore by
    • Research Outputs
    • Researchers
    • Organizations
    • Projects
  • Communities & Collections
  • SDGs
  • Sign in
  • 中文
  • English
  1. National Taiwan Ocean University Research Hub
  2. 工學院
  3. 河海工程學系
Please use this identifier to cite or link to this item: http://scholars.ntou.edu.tw/handle/123456789/17813
Title: Dual BEM for wave scattering by an H-type porous barrier with nonlinear pressure drop
Authors: Nishad, C. S.
Vijay, K. G.
Neelamani, S.
Chen, J. T. 
Keywords: Thin porous barrier configurations;Nonlinear pressure drop;Dual boundary element method;Scattering and force coefficients
Issue Date: 1-Oct-2021
Publisher: ELSEVIER SCI LTD
Journal Volume: 131
Start page/Pages: 280-294
Source: ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS
Abstract: 
In this paper, wave scattering by an H-type porous barrier having nonlinear pressure drop boundary condition is analysed within the framework of small amplitude water wave theory. The H-type barrier is constructed using multiple thin (near zero thickness) rigid porous plates which are termed degenerate boundaries. The boundary value problem is solved using an iterative dual boundary element method. Different barrier configurations are analysed and compared to demonstrate the improved hydrodynamic performance of the H-type barrier. Further, the effect of porosity, relative spacing, the relative depth of submergence of the horizontal plate, wave steepness, and the rotation of the horizontal plate is investigated parametrically. Several results such as scattering coefficients (reflection, transmission, and energy-loss) and force coefficients (horizontal, vertical, and moment) are presented to understand the feasibility of the H-type barrier in real field applications. It is revealed that the increase in the structure porosity consistently increases the wave transmission, but reduces wave reflection, and force coefficients. Further, an increase in the relative spacing between the vertical barriers reduces the wave transmission by 20% without increasing the horizontal wave force but at the expense of increasing the vertical force coefficient in the shallow water regime. The results of this study are expected to be useful for the appropriate selection of different structure parameters to optimize the design.
URI: http://scholars.ntou.edu.tw/handle/123456789/17813
ISSN: 0955-7997
DOI: 10.1016/j.enganabound.2021.06.011
Appears in Collections:河海工程學系

Show full item record

WEB OF SCIENCETM
Citations

6
Last Week
0
Last month
0
checked on Jun 27, 2023

Page view(s)

147
Last Week
0
Last month
0
checked on Jun 30, 2025

Google ScholarTM

Check

Altmetric

Altmetric

Related Items in TAIR


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

Explore by
  • Communities & Collections
  • Research Outputs
  • Researchers
  • Organizations
  • Projects
Build with DSpace-CRIS - Extension maintained and optimized by Logo 4SCIENCE Feedback