Evaluation of Quasi-Steady Approximation for Viscous Effects in Unsteady Liquid Pipe Flow,

Abstract

Usage of the quasi-steady square law approximation for viscous effects in unsteady one-dimensional turbulent pipe flow is questioned. This approximation which presently is employed in some manner in most unsteady turbulent flow calculations is utilized to compute the attenuation of a pressure wave generated by rapid closure of a down-stream terminal valve in a flow system. It is shown that observed values for viscous attenuation may be several times greater than those obtained utilizing the quasi-steady analysis. The possibility of utilizing a dynamically determined friction factor in the quasi-steady analysis also is investigated and shown to yield inconsistent results. It is concluded that for severe case of unsteadiness associated with pressure surges the quasi-steady approximation is inadequate. Because of significant changes of velocity distributions in most unsteady flow situations the use of a quasi-steady approximation is not supported for unsteady flow calculations. (Author)

Document Details

Document Type
Technical Report
Publication Date
Jan 24, 1968
Accession Number
AD0714539

Entities

People

  • D. J. Wood
  • T. Y. Kao

Organizations

  • University of Kentucky

Tags

DTIC Thesaurus Topics

  • Attenuation
  • Engineering
  • Engineers
  • Flow
  • Friction
  • Mechanical Engineering
  • Pipe Flow
  • Terminals
  • Test And Evaluation
  • Tribology
  • Turbulent Flow
  • Unsteady Flow

Fields of Study

  • Physics

Readers

  • Fluid Mechanics and Fluid Dynamics.
  • Plasma Physics / Magnetohydrodynamics
  • Systems Analysis and Design