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contributor authorRogelio Álvarez
contributor authorNikolai B. Gorev
contributor authorInna F. Kodzhespirova
contributor authorYuriy Kovalenko
contributor authorEugenio Prokhorov
contributor authorAlfredo Ramos
date accessioned2017-05-08T21:50:59Z
date available2017-05-08T21:50:59Z
date copyrightMarch 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000340.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64154
description abstractThis paper presents and discusses an extension of the pseudotransient continuation-based steady state solver for hydraulic networks proposed previously to the case of zero flow rates. The original solver, which reduces the solution of the governing nonlinear algebraic equations to the numerical integration of an initial-value problem, has problems in situations in which the head derivative of the flow rate tends to infinity, as is the case with zero flow rates. The extension is on the basis of the use of a model headloss-flow relationship that coincides with the true one at zero and has a finite head derivative at that point. This modified steady state solver is free from some convergence problems that occur in Newton-Raphson method-based solvers when analyzing a pipe network with control devices. The paper includes the results of the numerical analysis of test networks, which demonstrate the convergence of the modified steady state solver for cases in which existing steady state solvers have troubles.
publisherAmerican Society of Civil Engineers
titlePseudotransient Continuation-Based Steady State Solver: Extension to Zero Flow Rates
typeJournal Paper
journal volume137
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000314
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 003
contenttypeFulltext


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