Author(s): M. H. Chaudhry.
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Keywords: No Keywords
Abstract: The analysis of hydraulic transients in closed conduits and open channels is mostly done nowadays by using digital computers. These flows are described by a set of non-linear partial differential equations which are solved by numerical methods for such analyses. A number of limitations of these procedures, some suggestions for overcoming these limitations, and a summary of some ongoing research are presented in this paper.
Year: 1985