Show simple item record

contributor authorRoberto Guercio
contributor authorZuxin Xu
date accessioned2017-05-08T20:42:42Z
date available2017-05-08T20:42:42Z
date copyrightNovember 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A11%281020%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24360
description abstractOptimal network design constrained by reliability is an improvement over the traditional methods for water-distribution system analysis. But the large computer time for reliability-optimization restricts its practical use for design. In this paper, a new technique is developed that applies a linear programming algorithm to optimal design constrained by reliability. The objective function and constraints are expressed by a first-order Taylor series expansion, and three submodels (a steady-state simulation model, a reliability model, and a linear optimization model) are linked in the algorithm. The optimal search is done in two steps. The first step is to search for an optimal solution and then the reliability and pressure heads, evaluated on this configuration, are compared with the constraint values. If there still exists a possibility that the cost of the system can be further decreased a new iteration is repeated. The computing burden is significantly decreased and, therefore, the proposed reliability-optimization technique can be used in planning large networks.
publisherAmerican Society of Civil Engineers
titleLinearized Optimization Model for Reliability-Based Design of Water Systems
typeJournal Paper
journal volume123
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:11(1020)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record