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contributor authorNing Duan
contributor authorLarry W. Mays
contributor authorKevin E. Lansey
date accessioned2017-05-08T20:40:48Z
date available2017-05-08T20:40:48Z
date copyrightFebruary 1990
date issued1990
identifier other%28asce%290733-9429%281990%29116%3A2%28249%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23285
description abstractA reliability‐based optimization model for water‐distribution systems has been developed. The model is aimed at the following goals: (1) Design of the pipe network including the number, location, and size of pumps and tanks; (2) design of the pumping system using a reliability‐based procedure considering both hydraulic failures of the entire network and mechanical failure of the pumping system; and (3) determination of the optimal operation of the pumps. The optimization problem is a large mixed‐integer, nonlinear programming problem that is solved using a heuristic algorithm consisting of a master problem and a sub‐problem. The master problem is a pure 0‐1 integer programming model, and the subproblem is a large nonlinear programming model solved in an optimal control framework. The conservation of flow and energy constraints are solved implicitly for each iteration of the nonlinear optimization procedure using a hydraulic simulation model, and the reliability constraints are also solved implicitly using a reliability model. The nonlinear programming problem is solved using a generalized reduced gradient code.
publisherAmerican Society of Civil Engineers
titleOptimal Reliability‐Based Design of Pumping and Distribution Systems
typeJournal Paper
journal volume116
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1990)116:2(249)
treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 002
contenttypeFulltext


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