Water supply network model for sustainable industrial resource use a case study of Zeeuws-Vlaanderen in the Netherlands

Matching regional water supply and demand can be improved by allocating local renewable water resources through decentralized water supply networks (WSNs). The feasibility of decentralized WSNs depends on the costs for the required pipeline infrastructure. The lowest costs for pipeline infrastructur...

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Main Authors: Joeri Willet, Jude King, Koen Wetser, Jouke E. Dykstra, Gualbert H.P. Oude Essink, Huub H.M. Rijnaarts
Format: Article
Language:English
Published: Elsevier 2020-12-01
Series:Water Resources and Industry
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S221237172030024X
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spelling doaj-59d1d20d0dbf4c1d84838d9f310f34a72020-12-19T05:05:43ZengElsevierWater Resources and Industry2212-37172020-12-0124100131Water supply network model for sustainable industrial resource use a case study of Zeeuws-Vlaanderen in the NetherlandsJoeri Willet0Jude King1Koen Wetser2Jouke E. Dykstra3Gualbert H.P. Oude Essink4Huub H.M. Rijnaarts5Environmental Technology, Wageningen University, Bornse Weilanden 9, 6708, WG, Wageningen, the Netherlands; Corresponding author.Department of Physical Geography, Utrecht University, Utrecht, the Netherlands; Unit Subsurface and Groundwater Systems, Deltares, Utrecht, the NetherlandsEnvironmental Technology, Wageningen University, Bornse Weilanden 9, 6708, WG, Wageningen, the Netherlands; Water and Food, Wageningen Environmental Research, P.O. Box 47, 6700, AA, Wageningen, the NetherlandsEnvironmental Technology, Wageningen University, Bornse Weilanden 9, 6708, WG, Wageningen, the NetherlandsDepartment of Physical Geography, Utrecht University, Utrecht, the Netherlands; Unit Subsurface and Groundwater Systems, Deltares, Utrecht, the NetherlandsEnvironmental Technology, Wageningen University, Bornse Weilanden 9, 6708, WG, Wageningen, the NetherlandsMatching regional water supply and demand can be improved by allocating local renewable water resources through decentralized water supply networks (WSNs). The feasibility of decentralized WSNs depends on the costs for the required pipeline infrastructure. The lowest costs for pipeline infrastructure depend on the local landscape characteristics. We present a model that designs decentralized WSNs to supply water with regional supply sources. The objective of the model is to include the effects of landscape characteristics on infrastructure costs and to minimize overall WSN costs. We tested the model on a case study in the fresh-water scarce region of Zeeuws-Vlaanderen in the southwestern part of The Netherlands with known (hydro)geological, geographical and climate data. The model was tested to supply a large industrial water user with groundwater resources operated within sustainable yields. The generated WSNs cover a demand between 0.5 and 5.5 million m3 year−1. Between 1 and 12 supply locations are needed to cover the demand. The pipeline infrastructure needed ranges from 25.1 to 114.5 km. The model determines the optimal pipeline route, the amount of water flowing over each pipeline segment, and reveals if a small increase in demand causes a relatively large increase in costs. The results can be used to determine if water transport is preferred over other water supply options, such as wastewater re-use or desalination of saline water resources.http://www.sciencedirect.com/science/article/pii/S221237172030024XIndustrial water useWater supply networkNetwork optimizationGeo information systems (GIS)Mixed integer quadratic programming
collection DOAJ
language English
format Article
sources DOAJ
author Joeri Willet
Jude King
Koen Wetser
Jouke E. Dykstra
Gualbert H.P. Oude Essink
Huub H.M. Rijnaarts
spellingShingle Joeri Willet
Jude King
Koen Wetser
Jouke E. Dykstra
Gualbert H.P. Oude Essink
Huub H.M. Rijnaarts
Water supply network model for sustainable industrial resource use a case study of Zeeuws-Vlaanderen in the Netherlands
Water Resources and Industry
Industrial water use
Water supply network
Network optimization
Geo information systems (GIS)
Mixed integer quadratic programming
author_facet Joeri Willet
Jude King
Koen Wetser
Jouke E. Dykstra
Gualbert H.P. Oude Essink
Huub H.M. Rijnaarts
author_sort Joeri Willet
title Water supply network model for sustainable industrial resource use a case study of Zeeuws-Vlaanderen in the Netherlands
title_short Water supply network model for sustainable industrial resource use a case study of Zeeuws-Vlaanderen in the Netherlands
title_full Water supply network model for sustainable industrial resource use a case study of Zeeuws-Vlaanderen in the Netherlands
title_fullStr Water supply network model for sustainable industrial resource use a case study of Zeeuws-Vlaanderen in the Netherlands
title_full_unstemmed Water supply network model for sustainable industrial resource use a case study of Zeeuws-Vlaanderen in the Netherlands
title_sort water supply network model for sustainable industrial resource use a case study of zeeuws-vlaanderen in the netherlands
publisher Elsevier
series Water Resources and Industry
issn 2212-3717
publishDate 2020-12-01
description Matching regional water supply and demand can be improved by allocating local renewable water resources through decentralized water supply networks (WSNs). The feasibility of decentralized WSNs depends on the costs for the required pipeline infrastructure. The lowest costs for pipeline infrastructure depend on the local landscape characteristics. We present a model that designs decentralized WSNs to supply water with regional supply sources. The objective of the model is to include the effects of landscape characteristics on infrastructure costs and to minimize overall WSN costs. We tested the model on a case study in the fresh-water scarce region of Zeeuws-Vlaanderen in the southwestern part of The Netherlands with known (hydro)geological, geographical and climate data. The model was tested to supply a large industrial water user with groundwater resources operated within sustainable yields. The generated WSNs cover a demand between 0.5 and 5.5 million m3 year−1. Between 1 and 12 supply locations are needed to cover the demand. The pipeline infrastructure needed ranges from 25.1 to 114.5 km. The model determines the optimal pipeline route, the amount of water flowing over each pipeline segment, and reveals if a small increase in demand causes a relatively large increase in costs. The results can be used to determine if water transport is preferred over other water supply options, such as wastewater re-use or desalination of saline water resources.
topic Industrial water use
Water supply network
Network optimization
Geo information systems (GIS)
Mixed integer quadratic programming
url http://www.sciencedirect.com/science/article/pii/S221237172030024X
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