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
Larger Work Title:
Proceedings, Congress of the International Association of Hydraulic Research, IAHR
Proceedings of the 1997 27th Congress of the International Association of Hydraulic Research, IAHR. Part D