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A non-iterative perturbation approach for nonlinear water network analysis - by Bassam George Kassab
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| dc.contributor.author | Kassab, Bassam George |
| dc.date.accessioned | 2012-06-13T06:42:21Z |
| dc.date.available | 2012-06-13T06:42:21Z |
| dc.date.issued | 1995 |
| dc.identifier.uri | http://hdl.handle.net/10938/4941 |
| dc.description | 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 |
| dc.description.abstract | 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 |
| dc.format.extent | xv, 104 leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003625 AUBNO |
| dc.subject.lcsh | Water -- Analysis. |
| dc.title | A non-iterative perturbation approach for nonlinear water network analysis - by Bassam George Kassab |
| dc.title.alternative | Non-iterative water network analysis |
| dc.type | Thesis |
