Computational Model of Water Distribution Network Life Cycle Deterioration

被引:0
作者
Evangelista, Leandro Alves [1 ]
Meirelles, Gustavo [1 ]
Brentan, Bruno [1 ]
机构
[1] Fed Univ Minas Gerais UFMG, Sch Engn, BR-31270901 Belo Horizonte, Brazil
关键词
water distribution networks; deterioration; leakage; computational model; life cycle; DISTRIBUTION-SYSTEMS; PUMPING STATION; OPTIMAL-DESIGN; OPTIMIZATION; PERFORMANCE; MANAGEMENT; OPERATION;
D O I
10.3390/su151914529
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Water distribution networks (WDNs) have a long life cycle, and understanding how infrastructure deteriorates over time can contribute to its efficient management. In this paper, a computational model is developed to simulate the deterioration of a WDN over its life cycle and analyze how its operation is affected, both hydraulically and economically. For this, four parameters are considered, changing over a 20-year life cycle: (1) an increase in water consumption due to population growth, modeled using statistical growth rates; (2) the deterioration of pipes, which increases according to a constant growth rate of internal roughness; (3) a change in leakage in the network, calculated based on population size, network length, and operating pressure; and (4) the deterioration of pumps, estimated according to their mechanical aging. The results point to maintenance services being essential for the efficient operation of WDNs, with leaks having the greatest impact on operating costs.
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页数:14
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共 43 条
  • [1] Model Performance Indicator of Aging Pipes in a Domestic Water Supply Distribution Network
    Abd Rahman, Norzaura
    Muhammad, Nur Shazwani
    Abdullah, Jazuri
    Mohtar, Wan Hanna Melini Wan
    [J]. WATER, 2019, 11 (11)
  • [2] Agencia Nacional de Energia Eletrica-ANEEL Tarifa de Energia Eletrica, about us
  • [3] Cost-Benefit Analysis of Leakage Reduction Methods in Water Supply Networks
    Ahopelto, Suvi
    Vahala, Riku
    [J]. WATER, 2020, 12 (01)
  • [4] Al-Ani D, 2012, 2012 25TH IEEE CANADIAN CONFERENCE ON ELECTRICAL & COMPUTER ENGINEERING (CCECE)
  • [5] Development of pipe deterioration models for water distribution systems using EPR
    Berardi, L.
    Giustolisi, O.
    Kapelan, Z.
    Savic, D. A.
    [J]. JOURNAL OF HYDROINFORMATICS, 2008, 10 (02) : 113 - 126
  • [6] Brentan B, 2018, J WATER RES PLAN MAN, V144, DOI [10.1061/(ASCE)WR.1943-5452.0000974, 10.1061/(asce)wr.1943-5452.0000974]
  • [7] Modelling asset lifetimes and their role in asset management
    Burn, S.
    Marlow, D.
    Tran, D.
    [J]. JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA, 2010, 59 (6-7): : 362 - 377
  • [8] Da Silva Borges A., 2016, Projecoes Populacionais No Brasil: Subsidios Para Seu Aprimoramento, P1
  • [9] Dengwei Song, 2016, Vibroengineering Procedia. 24th International Conference on Vibroengineering, P235
  • [10] Eliades D. G., 2016, P 14 INT C COMP CONT, P8, DOI DOI 10.5281/ZENODO.831493