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contributor authorJ. Sinha
contributor authorV. Eswaran
contributor authorS. Murty Bhallamudi
date accessioned2017-05-08T20:42:16Z
date available2017-05-08T20:42:16Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9429%281995%29121%3A2%28108%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24089
description abstractThis investigation presents a spectral method for solving the one-dimensional shallow-water wave equations. The spectral method is based on the Chebyshev collocation technique and finite-difference time stepping. The spectral method and finite-difference Preissmann scheme are applied to route a log-Pearson Type III hydrograph through a wide rectangular channel, and the results are compared. The spectral method performs better than the Preissmann scheme as long as the time-stepping errors are kept low. However, for larger time steps, the Preissmann scheme, which is almost second-order accurate in time (and second-order accurate in space) performs better than the spectral scheme, which is first-order accurate in time and has so-called infinite-order accuracy in space. This seems to indicate that the order of accuracy in time discretization is more important than that in space discretization, in numerical models, for fast-rising floods and friction-dominated flows.
publisherAmerican Society of Civil Engineers
titleComparison of Spectral and Finite-Difference Methods for Flood Routing
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1995)121:2(108)
treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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