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One-dimensional adiabatic model of waterhammer; Endodimenzionalni adiabatni model vodnega udara

Abstract

Program WH was developed to calculate transient pressure and velocities in hydraulic networks. It is based on one-dimensional approximation of conservation laws of mass and momentum. the energy equation is ignored which means that heat transfer effects are no included. When calculating the velocity of pressure wave, compressibility of liquid, elasticity of pipe and possible minimal presence of gas in bubble or dissolved form are included. (author)
Authors:
Bizjak, S [1] 
  1. Institut Jozef Stefan, Ljubljana (Yugoslavia)
Publication Date:
Jul 01, 1984
Product Type:
Conference
Report Number:
INIS-RS-0738
Resource Relation:
Conference: 28. Conference - ETAN '84: Consulting Meeting on Introducing nuclear power in Yugoslavia, Zbornik radova 28. Konferencija za ETAN VI sveska, Split (Yugoslavia), 4-8 Jun 1984; Other Information: 3 refs., 3 figs
Subject:
42 ENGINEERING; BUBBLES; COMPRESSIBLE FLOW; CONSERVATION LAWS; ELASTICITY; HYDRAULICS; ONE-DIMENSIONAL CALCULATIONS; PIPES; PRESSURE DEPENDENCE; SHOCK WAVES; VELOCITY; W CODES
OSTI ID:
20864434
Country of Origin:
Serbia
Language:
Slovenian
Other Identifying Numbers:
TRN: RS07RA342033186
Availability:
Available from INIS in electronic form; Also available from the Institute of Nuclear Sciences VINCA
Submitting Site:
INIS
Size:
8 pages
Announcement Date:
May 04, 2007

Citation Formats

Bizjak, S. One-dimensional adiabatic model of waterhammer; Endodimenzionalni adiabatni model vodnega udara. Serbia: N. p., 1984. Web.
Bizjak, S. One-dimensional adiabatic model of waterhammer; Endodimenzionalni adiabatni model vodnega udara. Serbia.
Bizjak, S. 1984. "One-dimensional adiabatic model of waterhammer; Endodimenzionalni adiabatni model vodnega udara." Serbia.
@misc{etde_20864434,
title = {One-dimensional adiabatic model of waterhammer; Endodimenzionalni adiabatni model vodnega udara}
author = {Bizjak, S}
abstractNote = {Program WH was developed to calculate transient pressure and velocities in hydraulic networks. It is based on one-dimensional approximation of conservation laws of mass and momentum. the energy equation is ignored which means that heat transfer effects are no included. When calculating the velocity of pressure wave, compressibility of liquid, elasticity of pipe and possible minimal presence of gas in bubble or dissolved form are included. (author)}
place = {Serbia}
year = {1984}
month = {Jul}
}