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A NEW APPROACH TO THE NUMERICAL SIMULATION OF MASS TRANSPORT 被引量:3
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作者 Mao Ze-yu, Dong Zeng-nanHydraulics Group, Dept. of Hydraulic Engineering, Tsinghua University, Beijing100084, P. R. China 《Journal of Hydrodynamics》 SCIE EI CSCD 1997年第2期70-77,共8页
A refined numerical method, based upon time-line interpolation, for the simulation of advection and diffusion has been tentatively explored. A complete set of temporal reachback numerical scheme in applying the method... A refined numerical method, based upon time-line interpolation, for the simulation of advection and diffusion has been tentatively explored. A complete set of temporal reachback numerical scheme in applying the method of characteristics has been derived, and the favorable accuracy of the method demonstrated. The use of interpolations in time, rather than the more widely used interpolations in space, demonstrates that it generates a much smaller numerical error. 展开更多
关键词 mass transport advection and diffusion characteristic-difference method time-line interpolation environmental engineering
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ACCURATE PIPE TOP-ENTRY JUNCTION MODEL FOR STEADY AND UNSTEADY FLOWS 被引量:1
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作者 Mao Ze-Yu (Hydraulics Group, Department of hydraulic engineerign, Tsinghua University, Beijing 100084, P. R. China) 《Journal of Hydrodynamics》 SCIE EI CSCD 1996年第3期88-96,共9页
Experiments were conducted to determine the steady-flow characteristics of a variety of top-entry junctions. The observed steady flow relationships are then incorporated into the finite difference of characteristics t... Experiments were conducted to determine the steady-flow characteristics of a variety of top-entry junctions. The observed steady flow relationships are then incorporated into the finite difference of characteristics to simulate the unsteady flow behavior at pipe junctions. Tests under unsteady flow conditions were further carried out and it was consequently clarified that numerical model is capable of accurately predicting flow characteristics in realistic drainage networks. 展开更多
关键词 numerical simulation pipe networks top-entry junction unsteady pipeflow characteristic-difference method
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