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contributor authorMasashi Shimada
date accessioned2017-05-08T20:40:05Z
date available2017-05-08T20:40:05Z
date copyrightNovember 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A11%281301%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22924
description abstractThe time‐marching approach (TMA) for determining steady‐state flows as the asymptotic limit of transient flows in pipelines has been improved. It is shown that the rate of convergence to steady state is increased by reducing the spectral radius of a coefficient matrix of a state‐vector equation, which is composed of the basic equations and boundary conditions linearized about the steady condition. A generalized TMA theory using the method of characteristics has been formulated and the spectral radius is minimized by changing system parameters to imaginary ones by using the energy and mass conservation equations. In addition, a practical method was designed to efficiently handle TMA in large pipelines without having to calculate eigenvalues. The TMA has been extended to accurately estimate friction factors using an explicit approximation to the Colebrook‐White formula.
publisherAmerican Society of Civil Engineers
titleTime‐Marching Approach for Pipe Steady Flows
typeJournal Paper
journal volume114
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:11(1301)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 011
contenttypeFulltext


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