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Numerical Analysis of Open Channel Steady Gradually Varied Flow using the Simplified Saint-Venant Equations

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Konferencja
Application of Computer Methods in Free-Surface and Pressurized Flow Modeling
Języki publikacji
EN
Abstrakty
EN
For one-dimensional open-channel flow modeling, the energy equation is usually used. There exist numerous approaches using the energy equation for open-channel flow computations, which resulted in the development of several very efficient methods for solving this problem applied to channel networks. However, the dynamic equation can be used for this purpose as well. This paper introduces a method for solving a system of non-linear equations by the discretization of the one-dimensional dynamic equation for open-channel networks. The results of the computations using the dynamic and energy equations were compared for an arbitrarily chosen problem. Also, the reasons for the differences between the solution of the dynamic and energy equation were investigated.
Rocznik
Strony
317--328
Opis fizyczny
Bibliogr. 6 poz., rys., tab.
Twórcy
Bibliografia
  • [1] Szyrnkiewicz R 2010 Numerical Modeling in Opcn Channel Hydraulics. Spriiigcr
  • [2] Chów V T 1959 Open-channel Hydraulics, McGraw-Hill Book Company
  • [3] Chanson H 2004 The Hydraulics of Open-channel Flow: an Introduction, Sccond Edition, Elsevier
  • [4] Ascher U M and Petzold L R 1998 Computer Me.ihods for Ordinary Dlfferential Equations and Differential-algebraic Equations, SIAM
  • [5] Szymkiewicz A and Szymkiewicz R 2004 Cornrnun. Nura. Meth. Engng 20 (4) 299
  • [6] Cunge J A. Holly F M and Ycrwey A 1979 Practical Aspects of Computational River Hydraulics, Pitman Advanced Publishing Program
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG8-0067-0036
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