Pressure-Discharge Relations with Application to Head-Driven Simulation of Water Distribution Networks

被引:43
|
作者
Shirzad, Akbar [1 ]
Tabesh, Massoud [2 ]
Farmani, Raziyeh [3 ]
Mohammadi, Mirali [4 ]
机构
[1] Univ Tehran, Coll Engn, Sch Civil Engn, Tehran, Iran
[2] Univ Tehran, Coll Engn, Sch Civil Engn, Ctr Excellence Engn & Management Civil Infrastruc, Tehran, Iran
[3] Univ Exeter, Coll Engn Math & Phys Sci, Exeter EX4 4QF, Devon, England
[4] Univ Urmia, Sch Civil Engn, Orumiyeh, Iran
关键词
Laboratory tests; Field tests; Pressure-discharge relation; Head-driven simulation; Water distribution systems; DISTRIBUTION-SYSTEM; RELIABILITY; PERFORMANCE;
D O I
10.1061/(ASCE)WR.1943-5452.0000305
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The pressure-discharge relation used in continuity equations is one of the most important components of hydraulic models based on head-driven simulation method, as it has a great impact on the accuracy of the results of these models. Several pressure-discharge relations have been proposed and used in head-driven simulation method, but there are no laboratory and field studies available regarding the accuracy and correctness of these relations. In this research a laboratory set up and a field investigation in some parts of a real water distribution network are used to collect the required data. Flow discharge data from different faucets, based on laboratory and field measurements, are used to compare the proposed pressure-discharge relationships. Furthermore, in this paper, a new pressure-discharge relation is proposed for volumetric and human-based demands that is more reasonable than some previous relations and can be used in pressure-dependent models. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:660 / 670
页数:11
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