A Two-Stage LP-NLP Methodology for the Least-Cost Design and Operation of Water Distribution Systems

This paper presents a two-stage method for simultaneous least-cost design and operation of looped water distribution systems (WDSs). After partitioning the network into a chord and spanning trees, in the first stage, a reformulated linear programming (LP) method is used to find the least cost design...

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Main Authors: Mengning Qiu, Mashor Housh, Avi Ostfeld
Format: Article
Language:English
Published: MDPI AG 2020-05-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/12/5/1364
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spelling doaj-993346a81950489d81c6c69d59b8755a2020-11-25T02:04:38ZengMDPI AGWater2073-44412020-05-01121364136410.3390/w12051364A Two-Stage LP-NLP Methodology for the Least-Cost Design and Operation of Water Distribution SystemsMengning Qiu0Mashor Housh1Avi Ostfeld2Faculty of Civil and Environmental Engineering, Technion—Israel Institute of Technology, Haifa 32000, IsraelFaculty of Management, Department of Natural Resource and Environmental Management, University of Haifa, Haifa 3498838, IsraelFaculty of Civil and Environmental Engineering, Technion—Israel Institute of Technology, Haifa 32000, IsraelThis paper presents a two-stage method for simultaneous least-cost design and operation of looped water distribution systems (WDSs). After partitioning the network into a chord and spanning trees, in the first stage, a reformulated linear programming (LP) method is used to find the least cost design of a WDS for a given set of flow distribution. In the second stage, a non-linear programming (NLP) method is used to find a new flow distribution that reduces the cost of the WDS operation given the WDS design obtained in stage one. The following features of the proposed two-stage method make it more appealing compared to other methods: (1) the reformulated LP stage can consistently reduce the penalty cost when designing a WDS under multiple loading conditions; (2) robustness as the number of loading conditions increases; (3) parameter tuning is not required; (4) the method reduces the computational burden significantly when compared to meta-heuristic methods; and (5) in oppose to an evolutionary “black box” based methodology such as a genetic algorithm, insights through analytical sensitivity analysis, while the algorithm progresses, are handy. The efficacy of the proposed methodology is demonstrated using two WDSs case studies.https://www.mdpi.com/2073-4441/12/5/1364water distribution systemwater distribution system designwater distribution system operationlinear programmingnon-linear programmingtwo-stage
collection DOAJ
language English
format Article
sources DOAJ
author Mengning Qiu
Mashor Housh
Avi Ostfeld
spellingShingle Mengning Qiu
Mashor Housh
Avi Ostfeld
A Two-Stage LP-NLP Methodology for the Least-Cost Design and Operation of Water Distribution Systems
Water
water distribution system
water distribution system design
water distribution system operation
linear programming
non-linear programming
two-stage
author_facet Mengning Qiu
Mashor Housh
Avi Ostfeld
author_sort Mengning Qiu
title A Two-Stage LP-NLP Methodology for the Least-Cost Design and Operation of Water Distribution Systems
title_short A Two-Stage LP-NLP Methodology for the Least-Cost Design and Operation of Water Distribution Systems
title_full A Two-Stage LP-NLP Methodology for the Least-Cost Design and Operation of Water Distribution Systems
title_fullStr A Two-Stage LP-NLP Methodology for the Least-Cost Design and Operation of Water Distribution Systems
title_full_unstemmed A Two-Stage LP-NLP Methodology for the Least-Cost Design and Operation of Water Distribution Systems
title_sort two-stage lp-nlp methodology for the least-cost design and operation of water distribution systems
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2020-05-01
description This paper presents a two-stage method for simultaneous least-cost design and operation of looped water distribution systems (WDSs). After partitioning the network into a chord and spanning trees, in the first stage, a reformulated linear programming (LP) method is used to find the least cost design of a WDS for a given set of flow distribution. In the second stage, a non-linear programming (NLP) method is used to find a new flow distribution that reduces the cost of the WDS operation given the WDS design obtained in stage one. The following features of the proposed two-stage method make it more appealing compared to other methods: (1) the reformulated LP stage can consistently reduce the penalty cost when designing a WDS under multiple loading conditions; (2) robustness as the number of loading conditions increases; (3) parameter tuning is not required; (4) the method reduces the computational burden significantly when compared to meta-heuristic methods; and (5) in oppose to an evolutionary “black box” based methodology such as a genetic algorithm, insights through analytical sensitivity analysis, while the algorithm progresses, are handy. The efficacy of the proposed methodology is demonstrated using two WDSs case studies.
topic water distribution system
water distribution system design
water distribution system operation
linear programming
non-linear programming
two-stage
url https://www.mdpi.com/2073-4441/12/5/1364
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AT aviostfeld atwostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems
AT mengningqiu twostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems
AT mashorhoush twostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems
AT aviostfeld twostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems
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