Article ID Journal Published Year Pages File Type
857857 Procedia Engineering 2014 9 Pages PDF
Abstract

This paper presents a methodology to rehabilitate and manage leakages of C-Town water distribution network. A hydraulic model with emitters was considered to represent leakages in pipes concentrated in the nodes. The methodology uses the Unit Head loss to rehabilitate the network, the Flow-Pressure concept to locate valves and GA for the pump optimization process. The result shows that all the requirements of the problem were accomplished with a small computational effort as expected by using hydraulic based processes and criteria. The mentioned concepts allowed the minimization of constructive and operational costs.

Related Topics
Physical Sciences and Engineering Engineering Engineering (General)