A simple SPH model of a free surface water wave pump: waves above a submerged plate

In this work, the SPH method is used in 2D to evaluate the pump characteristics of free surface water waves above a submerged plate. The configuration considered here consists of an infinite wave train reaching a rectangular plate of length and thickness submerged under the undisturbed water level....

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Published inCoastal Engineering Journal Vol. 61; no. 1; pp. 96 - 108
Main Authors Carmigniani, Rémi, Leroy, Agnès, Violeau, Damien
Format Journal Article
LanguageEnglish
Published Abingdon Taylor & Francis 02.01.2019
Taylor & Francis Inc
World Scientific Publishing
Subjects
Computer simulation
Configurations
Dynamic pressure
Flow rates
Flow velocity
Fluid mechanics
Free surfaces
Gate valves
Incident waves
linear potential theory
Mass transport
Mathematical models
Mechanics
Numerical methods
Physics
pump
Rectangular plates
SPH method
Surface layers
Surface water
Surface water waves
Transport
Water levels
Water waves
Wave frequency
Wave packets
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Abstract In this work, the SPH method is used in 2D to evaluate the pump characteristics of free surface water waves above a submerged plate. The configuration considered here consists of an infinite wave train reaching a rectangular plate of length and thickness submerged under the undisturbed water level. The numerical method is validated against experimental results with good agreement. The mean Eulerian mass flux is evaluated in the simulation and outlines the importance of the wave mass transport in the circulation around the submerged plate. It is observed an increase of the mass flux in the surface layer (wave mass transport) as predicted by the water waves linear theory. The incident wave frequency and height are varied and the flow rate is evaluated and compared to the linear model. To study the pump response, a gate valve is placed at the center position under the submerged plate. The fully open gate configuration corresponds to the experimental case. Pump curves are provided. The maximum dynamic pressure efficiency is evaluated to be for the present configuration.
AbstractList In this work, the SPH method is used in 2D to evaluate the pump characteristics of free surface water waves above a submerged plate. The configuration considered here consists of an infinite wave train reaching a rectangular plate of length and thickness submerged under the undisturbed water level. The numerical method is validated against experimental results with good agreement. The mean Eulerian mass flux is evaluated in the simulation and outlines the importance of the wave mass transport in the circulation around the submerged plate. It is observed an increase of the mass flux in the surface layer (wave mass transport) as predicted by the water waves linear theory. The incident wave frequency and height are varied and the flow rate is evaluated and compared to the linear model. To study the pump response, a gate valve is placed at the center position under the submerged plate. The fully open gate configuration corresponds to the experimental case. Pump curves are provided. The maximum dynamic pressure efficiency is evaluated to be for the present configuration.
In this work, the SPH method is used in 2D to evaluate the pump characteristics of free surface water waves above a submerged plate. The configuration considered here consists of an infinite wave train reaching a rectangular plate of length and thickness submerged under the undisturbed water level. The numerical method is validated against experimental results with good agreement. The mean Eulerian mass flux is evaluated in the simulation and outlines the importance of the wave mass transport in the circulation around the submerged plate. It is observed an increase of the mass flux in the surface layer (wave mass transport) as predicted by the water waves linear theory. The incident wave frequency and height are varied and the flow rate is evaluated and compared to the linear model. To study the pump response, a gate valve is placed at the center position under the submerged plate. The fully open gate configuration corresponds to the experimental case. Pump curves are provided. The maximum dynamic pressure efficiency is evaluated to be for the present configuration.
Author Leroy, Agnès
Carmigniani, Rémi
Violeau, Damien
Author_xml – sequence: 1
  givenname: Rémi
  orcidid: 0000-0001-6456-9624
  surname: Carmigniani
  fullname: Carmigniani, Rémi
  email: remi.carmigniani@enpc.fr
  organization: Saint-Venant Laboratory for Hydraulics, ENPC
– sequence: 2
  givenname: Agnès
  surname: Leroy
  fullname: Leroy, Agnès
  organization: EDF R&D & Saint-Venant Laboratory for Hydraulics, LNHE
– sequence: 3
  givenname: Damien
  surname: Violeau
  fullname: Violeau, Damien
  organization: EDF R&D & Saint-Venant Laboratory for Hydraulics, LNHE
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Snippet In this work, the SPH method is used in 2D to evaluate the pump characteristics of free surface water waves above a submerged plate. The configuration...
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SubjectTerms Computer simulation
Configurations
Dynamic pressure
Flow rates
Flow velocity
Fluid mechanics
Free surfaces
Gate valves
Incident waves
linear potential theory
Mass transport
Mathematical models
Mechanics
Numerical methods
Physics
pump
Rectangular plates
SPH method
Surface layers
Surface water
Surface water waves
Transport
Water levels
Water waves
Wave frequency
Wave packets
Title A simple SPH model of a free surface water wave pump: waves above a submerged plate
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