A non-iterative perturbation approach for nonlinear water network analysis - by Bassam George Kassab

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Analyzing a looping water distribution network requires the solution of one of the nonlinear systems of equations: the flow equations that solve for the discharges in the links or the head equations that solve for the nodal heads. All of the previous met

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Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering, 1995.;"Advisor: Habib A. Basha, Assistant Professor, Civil and Environmental Engineering -- Members of Committee: Constantine J. Inglessis, Associate Prof

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