Journal of Irrigation Engineering and Rural Planning
Online ISSN : 1884-720X
Print ISSN : 0287-8607
ISSN-L : 0287-8607
An Effective Method of Computing Initial Steady Flow using the Preissmann Scheme
Jin Soo KIMNaritaka KUBOHiroyasu SHIMURA
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ジャーナル フリー

1994 年 1994 巻 26 号 p. 5-14

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抄録
A very efficient method is presented for calculating the water surface profiles in steady, subcritical flows using an unsteady flow model. A parameter of the unsteady term α in the Saint Venant equations is introduced. To solve the governing differential equations, the Preissmann scheme with a time weighting factor θ is used. The values of the parameter set, α=1 and θ=0.55, represent the difference equations for unsteady flow. By setting parameters at α=0 and θ=1, the difference structure of an unsteady flow equation is easily changed into that of a steady flow equation. For the flow in a nonprismatic channel, the results of this method are found to be in excellent agreement with those of the step method.
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© The Japanese Society of Irrigation, Drainage and Rural Engineering
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