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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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 |
work_keys_str_mv |
AT mengningqiu atwostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems AT mashorhoush atwostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems AT aviostfeld atwostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems AT mengningqiu twostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems AT mashorhoush twostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems AT aviostfeld twostagelpnlpmethodologyfortheleastcostdesignandoperationofwaterdistributionsystems |
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1724942048551763968 |