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Two semi-implicit, one-dimensional, finite-difference hydrodynamic models are described and evaluated with the aid of a numerical example. The three-time-level scheme is the more promising method for implementation in an efficient three-dimensional transient code.
Additional Publication Details
Semi-implicit, numerical schemes for 3-D flow modeling
B pt 1
New York, NY, United States
Number of Pages:
Proceedings of the 1997 27th Congress of the International Association of Hydraulic Research, IAHR. Part D