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<article xlink="http://www.w3.org/1999/xlink" dtd-version="1.0" article-type="technology" lang="en"><front><journal-meta><journal-id journal-id-type="publisher">IJCRR</journal-id><journal-id journal-id-type="nlm-ta">I Journ Cur Res Re</journal-id><journal-title-group><journal-title>International Journal of Current Research and Review</journal-title><abbrev-journal-title abbrev-type="pubmed">I Journ Cur Res Re</abbrev-journal-title></journal-title-group><issn pub-type="ppub">2231-2196</issn><issn pub-type="opub">0975-5241</issn><publisher><publisher-name>Radiance Research Academy</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">2021</article-id><article-id pub-id-type="doi"/><article-id pub-id-type="doi-url"/><article-categories><subj-group subj-group-type="heading"><subject>Technology</subject></subj-group></article-categories><title-group><article-title>NUMERICAL METHOD FOR MODELING TRANSIENT FLOW IN DISTRIBUTION SYSTEMS&#13;
</article-title></title-group><contrib-group><contrib contrib-type="author"><name><surname>Salmanzadeh</surname><given-names>Mehdi</given-names></name></contrib></contrib-group><pub-date pub-type="ppub"><day>28</day><month>12</month><year>2011</year></pub-date><volume>)</volume><issue/><fpage>59</fpage><lpage>68</lpage><permissions><copyright-statement>This article is copyright of Popeye Publishing, 2009</copyright-statement><copyright-year>2009</copyright-year><license license-type="open-access" href="http://creativecommons.org/licenses/by/4.0/"><license-p>This is an open-access article distributed under the terms of the Creative Commons Attribution (CC BY 4.0) Licence. You may share and adapt the material, but must give appropriate credit to the source, provide a link to the licence, and indicate if changes were made.</license-p></license></permissions><abstract><p>A transient is a temporary flow and pressure condition that occurs in a hydraulic system between&#13;
an initial steady-state condition and a final steady-state condition. When velocity changes rapidly&#13;
in response to the operation of a flow-control device(for instance, a valve closure or pump start),&#13;
the compressibility of the liquid and the elasticity of the pipeline cause a transient pressure wave&#13;
to propagate throughout the system. If the magnitude of this transient pressure wave and the&#13;
resulting transient flow variation is great enough and adequate transient-control measures are not&#13;
in place, a transient can cause system hydraulic components to fail (for instance, a pipe burst). In&#13;
general, transients resulting from relatively slow changes in flow rate are referred to as surges,&#13;
and those resulting from more rapid changes in flow rate are referred to as water hammer events.&#13;
Surges in pressurized systems are different than tidal or storm surges, flood waves, or dam&#13;
breaks, which can occur in open-water bodies. A water hammer wave travels much faster in a&#13;
pressurized system and it can burst even the strongest pipes. In general engineering practice, the&#13;
terms surge, transient, hammer, and water hammer are synonymous.&#13;
</p></abstract><kwd-group><kwd>Surge Analysis</kwd><kwd> Transient flow</kwd><kwd> Characteristis Method</kwd><kwd> Velocity and Pressure Equations.</kwd></kwd-group></article-meta></front></article>
