Modeling of pressure-dependent background leakages in water distribution networks

In last decades, several mathematical models have been proposed to simulate background leakages in water distribution networks (WDNs). Some of these models already consider the dependence of leakages to pressure, but they still neglect the gradient of pressure along the pipes. In this article, new m...

Full description

Saved in:
Bibliographic Details
Published in:Mathematics and computers in simulation Vol. 213; pp. 211 - 236
Main Authors: Chambon, Camille, Piller, Olivier, Mortazavi, Iraj
Format: Journal Article
Language:English
Published: Elsevier B.V 01.11.2023
Elsevier
Subjects:
Background leakage
Computer Science
Mathematics
Modeling and Simulation
Pressure-dependent model (PDM)
Recursive discretization method
Water distribution network (WDN)
Water distribution network (WDN)
Background leakage
Recursive discretization method
Pressure-dependent model (PDM)
Pressure-dependent model
Water distribution network
ISSN:0378-4754, 1872-7166
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:In last decades, several mathematical models have been proposed to simulate background leakages in water distribution networks (WDNs). Some of these models already consider the dependence of leakages to pressure, but they still neglect the gradient of pressure along the pipes. In this article, new models to take into account of this gradient are presented. One of them computes reference background leakage outflows, using a recursive algorithm which discretizes the pipes into sub-pipes until the hydraulic grade line (HGL) along each pipe converges. The other new models consist in gradually refining a state of the art one. All models are then tested and compared on both a single leaky pipe and a WDN derived from a real leaky network. The results of this comparison show clearly the better estimations obtained from our new models when compared to the existing one. Finally, accurate leakage models are essential to estimate the level of leakages and, more generally, the good working order of WDNs. Thus, our new models will help in taking the best decisions for optimal functioning and rehabilitation of the WDNs. Moreover, our recursive discretization approach could be reused for other applications in WDNs, or derived to more general fields of applied mathematics and scientific computation. •New models with more physical insights of losses in water distribution networks.•Integrating pressure gradient along pipes leads to more accurate leakage models.•Reference hydraulic grade lines and leakage outflows are computed by discretization.•Other new gradually refined models are compared to the existing and reference ones.•New method and models give better predictions without much computation overhead.
ISSN:0378-4754
1872-7166
DOI:10.1016/j.matcom.2023.06.008