Permeability of Rubble Mound Material

A.F. Williams, H. F. Burcharth, H. den Adel, M.R.A. van Gent

Publikation: Bog/antologi/afhandling/rapportRapportForskningpeer review

Abstract

The flow of water through the pores of rubble mound breakwaters has two effects upon breakwater performance. The pore pressures generated within the rubble material will effect the stability of the mound. The flow of water in and out of the pores plays a critical part in the dissipation of wave energy.
OriginalsprogEngelsk
UdgivelsesstedWallingford
ForlagHydraulics Research
Antal sider46
StatusUdgivet - 1991

Bibliografisk note

Report of the MAST G6-8 Project 1 , EF-research project

Emneord

  • MAST
  • The Friction Factor Model
  • The Forchheimer Model
  • Flow Regimes
  • Reynolds Number Ranges
  • Dimensional Analysis
  • Engelund's Coefficients
  • Shih Coefficients
  • Turbulent Flow Equation
  • Navier-Stokes Equation
  • Flow Equations
  • Flume Tests

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