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https://prod.org.br/article/doi/10.1590/S0103-65132013005000071
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Modelo para setorizar redes de distribuição de água baseado nas características das unidades consumidoras

Segmentation model for water distribution networks based on the characteristics of consumer units

Fontana, Marcele Elisa; Morais, Danielle Costa

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Resumo

Além dos custos diretos, a ocorrência de rupturas na rede de distribuição de água tem sempre consequências sociais associadas, principalmente pela interrupção do abastecimento de água durante a reparação da infraestrutura. Nesses casos, a setorização da rede torna mais fácil qualquer atividade de manutenção. Porém, além do elevado custo da alocação de válvulas de fechamento, as normas brasileiras sobre setorização das redes dizem respeito apenas a questões técnicas que devem ser obedecidas. Portanto, propõe-se uma setorização que também incorpore a intensidade do impacto gerado pela falta de água em cada trecho da tubulação. Para medir esse impacto é proposto um índice de priorização que agrega as características das unidades consumidoras por meio do método multicritério SMARTER. Assim, desenvolve-se um modelo de setorização para manobra que leva em consideração esse índice, buscando a maximização dos benefícios gerados e a minimização do número de válvulas de fechamento.

Palavras-chave

Manutenção de redes de distribuição de água. Setor de manobra. Válvulas de fechamento. Características das unidades consumidoras. SMARTER

Abstract

In addition to incurring direct costs, the occurrence of breaks in a water distribution network always has associated social consequences, mainly related to the interruption of water supply during infrastructure repair. In these cases, network segmentation facilitates maintenance activities. However, the Brazilian norms, about network segmentation, relate only the technical guidelines that must be followed. We therefore propose network segmentation based on the impact intensity caused by a lack of water in each pipe segment. To measure this impact, we propose a priority index that aggregates the characteristics of consumer units by the SMARTER multicriteria method. Taking this index into account, we propose a segmentation model for water distribution networks that seeks to maximize the benefits generated and to minimize the number of isolation valves.

Keywords

Water distribution networks maintenance. Network segmentation. Isolation valves. Characteristics of consumer units. SMARTER

References



ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS - ABNT. NBR 12218/1994: Projeto de rede de distribuição de água para abastecimento público. ABNT, 1994.

ALMEIDA, A. T. O conhecimento e o uso de métodos multicritério de apoio a decisão. Recife: Ed. Universitária da UFPE, 2011.

ALMEIDA, A. T.; COSTA, A. P. C. S. Aplicações com Métodos Multicritério de Apoio a Decisão. Recife: Ed. UFPE, 2003. v. 14.

BANA E COSTA, C. A.; VANSNICK, J.-C. MACBETH - An Interactive Path Towards the Construction of Cardinal Value Functions. International Transactions in Operational Research, v. 1, n. 4, p. 489-500, 1994. http://dx.doi.org/10.1111/j.1475-3995.1994.00325.x

BLACK, D. The Theory of Committees and Elections. Cambridge: Cambridge University Press, 1958.

BELTON, V.; STEWART, T. J. Multiple Criteria Decision Analysis. Kluwer Academic Publishers, 2002. http://dx.doi.org/10.1007/978-1-4615-1495-4

CHRISTODOULOU, S.; DELIGIANNI, A. A neurofuzzy decision framework for the management of water distribution networks. Water Resource Management, v. 24, p. 139-156, 2010. http://dx.doi.org/10.1007/s11269-009-9441-2

DELGADO-GALVÁN, X. et al. An analytic hierarchy process for assessing externalities in water leakage management. Mathematical and Computer Modelling, v. 52, p. 1194-1202, 2010. http://dx.doi.org/10.1016/j.mcm.2010.03.014

EDWARDS, W.; BARRON, F. H. SMARTS and SMARTER: improved simple methods for multiattribute utility measurement. Organizational Behavior and Human Decision Processes, v. 60, p. 306-325, 1994. http://dx.doi.org/10.1006/obhd.1994.1087

FIGUEIRA, J.; MOUSSEAU, V.; ROY, B. Chapter 4. Electre Methods. International Series in Operations Research & Management Science, v. 78, 2006.

FONTANA, M. E.; MORAIS, D. C.; ALMEIDA, A. T. A MCDM model for urban water conservation strategies. Evolutionary Multi-Criterion Optimization Lecture Notes in Computer Science, v. 6576, p. 564-578, 2011. Disponível em: .

GIUSTOLISI, O.; SAVIC, D. Identification of segments and optimal isolation valve system design in water distribution networks. Urban Water Journal, v. 7, n. 1, p. 1-15, 2010. http://dx.doi.org/10.1061/41024(340)31

HELLER, L.; PÁDUA, V. L. Abastecimento de água para consumo humano. Belo Horizonte: Editora UFMG, 2006.

JUN, H. Strategic valve locations in a water distribution system. 2005. Thesis (Doctorate)-Faculty of the Virginia Polytechnic Institute and State University, 2005.

JUN, H. et al. Valve distribution and impact analysis in water distribution systems. Journal of Environmental Engineering, v. 133, n. 8, p. 790-799, 2007. http://dx.doi.org/10.1061/(ASCE)0733-9372(2007)133:8(790)

KLAMLER, C. On the closeness aspect of three voting rules: Borda – Copeland – Maximin. Group Decision and Negotiation, v. 14, p. 233-240, 2005. http://dx.doi.org/10.1007/s10726-005-0958-3

KEENEY, R. L.; RAIFFA, H. Decision with multiple objectives: preferences and value trade-offs. John Wiley & Sons, 1976.

KIM, J. H.; MAYS, L. W. Optimal rehabilitation model for water-distribution systems. Journal of Water Resources Planning and Management, v. 120, p. 674-692, 1994. http://dx.doi.org/10.1061/(ASCE)0733-9496(1994)120:5(674)

LAMBERT, V.; HIRNER W. Losses from water supply systems: standard terminology and recommended performance measures. Voda I Sanitarna Tehnika, v. 32, p. 29-38, 2002.

MAYS, L. W. (Org.). et al. Water distribution systems handbook. McGraw-Hill, 2000.

MORAIS, D. C.; ALMEIDA, A. T. Modelo de decisão em grupo para gerenciar perdas de água. Pesquisa Operacional, v. 26, n. 3, p. 567-584, 2006. http://dx.doi.org/10.1590/S0101-74382006000300007

MORAIS, D. C.; ALMEIDA, A. T. Group decision-making for leakage management strategy of water network. Resources, Conservation and Recycling, v. 52, p. 441-459, 2007. http://dx.doi.org/10.1016/j.resconrec.2007.06.008

MORAIS, D. C.; CAVALCANTE, C. A. V.; ALMEIDA, A. T. Prioritization of areas of loss control in water distribution networks. Pesquisa Operacional, v. 30, n. 1, p. 15-32, 2010.

MOUNCE, S. R.; BOXALL, J. B.; MACHELL, J. Development and verification of an online artificial intelligence system for detection of bursts and other abnormal flows. Journal of Water Resources Planning and Management-Asce, v. 136, p. 309-318, 2010. http://dx.doi.org/10.1061/(ASCE)WR.1943-5452.0000030

NICOLINI, M.; ZOVATTO, L. Optimal Location and Control of Pressure Reducing Valves in Water Networks. Journal of Water Resources Planning and Management-Asce, v. 135, n. 3, p. 178-187, 2009. http://dx.doi.org/10.1061/(ASCE)0733-9496(2009)135:3(178)

NURMI, H. Voting Procedures: A summary analysis. British Journal of Operational Research, v. 82, p. 522-539, 1983. http://dx.doi.org/10.1017/S0007123400003215

OZGER, S.; MAYS, L. W. Chapter 7 - Optimal location of isolation valves in water distribution systems: a reliability/optimization approach. In: MAYS, L. W. Water resource systems management tools. McGraw-Hill Professional Engineering, 2004.

RAMOS, H. et al. Leakage control policy within operating management tools. Computer and Control for Water Industry, p. 61-73, 2001.

ROY, B. Multicriteria methodology for decision aiding. Netherlands: Kluwer Academic Publishers, 1996. http://dx.doi.org/10.1007/978-1-4757-2500-1

ROY, B.; BERTIER, P. La méthode Electre II – une application au média-planning. Operational Research, p. 291-302, 1973. http://dx.doi.org/10.1590/S0103-65132010005000012

SAATY, T. L. The Analytic Hierarchy Process. New York: McGraw-Hill, 1980.

TROJAN, F.; MORAIS, D. C. Using Electre TRI to support maintenance of water distribution networks. Pesquisa Operacional, v. 32, n. 2, p. 423-442, 2012a. http://dx.doi.org/10.1590/S0101-74382012005000013

TROJAN, F.; MORAIS, D. C. Prioritizing alternatives for maintenance of water distribution networks: a group decision approach. Water S.A., v. 38, p. 555-514, 2012b. http://dx.doi.org/10.4314/wsa.v38i4.11

VINCKE, P. Multicriteria decision aid. Bruxelles: Jonh Wiley & Sons, 1992.

WU, Z. Y.; SAGE, P.; TURTLE, D. Pressure-dependent leak detection model and its application to a district water system. Journal of Water Resources Planning and Management-Asce, v. 136, p. 116-128, 2010. http://dx.doi.org/10.1061/(ASCE)0733-9496(2010)136:1(116)

YOUNG, H. P. Condorcet's Theory of Voting. The American Political Science Review, v. 82, n. 4, p. 1231-1244, 1988. http://dx.doi.org/10.2307/1961757

YSUSI, M. A. System Design: An Overview. In: MAYS, L.W. Water Distribution System Design. New York: McGraw-Hill, 2000.
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