Background Leakage Assessment for BBLAWN

被引：3

作者：

Vassiljev, A. ^{[1
]}

Koppel, T. ^{[1
]}

Puust, R. ^{[1
]}

机构：

[1] Tallinn Univ Technol, Ehitajate Tee 5, EE-19086 Tallinn, Estonia

来源：

16TH WATER DISTRIBUTION SYSTEM ANALYSIS CONFERENCE (WDSA2014): URBAN WATER HYDROINFORMATICS AND STRATEGIC PLANNING | 2014年 / 89卷

关键词：

Water distribution system; leakages; optimization;

D O I：

10.1016/j.proeng.2014.11.166

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

Proposed solution approach is based on trial and error methodology using heuristic methods with simulation. To achieve the optimal solution, customized researched tools were developed for WDS optimization. Custom research tools are based on the TOOLKIT for the EPANET2. For design decisions also commercially available tools are used, carrying out comparison of various network structures (parallel pipe alternatives). The final result includes the change in 5 pipe diameters/pipe roughness coefficient C value; the installation of 80 pressure reducing valves and the change of 2 pump elements. Pumping schedule based on water tank levels was also optimized. (C) 2014 The Authors. Published by Elsevier Ltd.

引用

页码：111 / 117

页数：7

共 5 条

[1] Calibration of a model of an operational water distribution system containing pipes of different age [J].