Inverse methodology for calibration of numerical models of water supply systems

Detalhes bibliográficos
Autor(a) principal: Bertelo, António Pedro Tão Nunes
Data de Publicação: 2018
Tipo de documento: Dissertação
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10773/24612
Resumo: Since the costs of the water management companies cover the costs of the operations of the water distribution system, it is, therefore, necessary to adapt the water consumption of the consumers with the best price negotiated by the companies. The calibration of nodal demands of a water distribution system is a process of approximation of the predicted values calculated through a hydraulic model to the observed values. Two methods for calibration of nodal demands were analyzed: i) Classical Inverse method and ii) Inverse model method. The Inverse model method incorporates the Gradient method developed by Todini. This method is known for solving the system of mass and energy balance equations. The inverse model presents itself as more efficient and is constituted by the separation of known and unknown variables from the continuity and energy equations of the water supply network. Nodal demands with similar characteristics are aggregated to make the model determined. The Gauss-Newton method is then applied to solve the model. Both methods were analyzed through a case study of a simple hydraulic network for a transient and permanent regime.
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spelling Inverse methodology for calibration of numerical models of water supply systemsWater supply networksCalibrationInverse modelNodal demandOptimizationSince the costs of the water management companies cover the costs of the operations of the water distribution system, it is, therefore, necessary to adapt the water consumption of the consumers with the best price negotiated by the companies. The calibration of nodal demands of a water distribution system is a process of approximation of the predicted values calculated through a hydraulic model to the observed values. Two methods for calibration of nodal demands were analyzed: i) Classical Inverse method and ii) Inverse model method. The Inverse model method incorporates the Gradient method developed by Todini. This method is known for solving the system of mass and energy balance equations. The inverse model presents itself as more efficient and is constituted by the separation of known and unknown variables from the continuity and energy equations of the water supply network. Nodal demands with similar characteristics are aggregated to make the model determined. The Gauss-Newton method is then applied to solve the model. Both methods were analyzed through a case study of a simple hydraulic network for a transient and permanent regime.Uma vez que as despesas das empresas de gestão de água abrangem os gastos das operações do sistema de distribuição de água, é então necessário adequar o sistema à variabilidade do consumo de água dos consumidores atendendo ao custo do bombeamento. A calibração de consumos nodais de um sistema de distribuição de água é um processo de aproximação de valores previstos calculados através de um modelo hidráulico para com os valores observados. Para este caso é considerado um sistema de abastecimento em baixa. Foram analisados dois métodos incluídos no processo de calibração dos consumos nodais: i) método inverso clássico e o ii) método do modelo inverso. O método do modelo inverso incorpora o método de Gradiente desenvolvido por Todini. Este método é conhecido pela resolução de um sistema de equações de balanço de massa e energia. O modelo inverso apresenta-se como o mais eficiente e é constituído pelo processo de separação de variáveis conhecidas e desconhecidas das equações de continuidade e energia da rede de abastecimento de água. Os consumos nodais com características similares são agregados para tornar o modelo determinado. O método de Gauss-Newton é então aplicado para resolver o modelo. Ambos os métodos foram analisados através de um caso de estudo constituído por uma rede hidráulica simples, com o propósito de simular condições iniciais segundo um regime permanente e transiente.2018-11-12T13:26:52Z2018-07-27T00:00:00Z2018-07-27info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfhttp://hdl.handle.net/10773/24612TID:202234576engBertelo, António Pedro Tão Nunesinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-02-22T11:48:06Zoai:ria.ua.pt:10773/24612Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T02:58:11.761132Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Inverse methodology for calibration of numerical models of water supply systems
title Inverse methodology for calibration of numerical models of water supply systems
spellingShingle Inverse methodology for calibration of numerical models of water supply systems
Bertelo, António Pedro Tão Nunes
Water supply networks
Calibration
Inverse model
Nodal demand
Optimization
title_short Inverse methodology for calibration of numerical models of water supply systems
title_full Inverse methodology for calibration of numerical models of water supply systems
title_fullStr Inverse methodology for calibration of numerical models of water supply systems
title_full_unstemmed Inverse methodology for calibration of numerical models of water supply systems
title_sort Inverse methodology for calibration of numerical models of water supply systems
author Bertelo, António Pedro Tão Nunes
author_facet Bertelo, António Pedro Tão Nunes
author_role author
dc.contributor.author.fl_str_mv Bertelo, António Pedro Tão Nunes
dc.subject.por.fl_str_mv Water supply networks
Calibration
Inverse model
Nodal demand
Optimization
topic Water supply networks
Calibration
Inverse model
Nodal demand
Optimization
description Since the costs of the water management companies cover the costs of the operations of the water distribution system, it is, therefore, necessary to adapt the water consumption of the consumers with the best price negotiated by the companies. The calibration of nodal demands of a water distribution system is a process of approximation of the predicted values calculated through a hydraulic model to the observed values. Two methods for calibration of nodal demands were analyzed: i) Classical Inverse method and ii) Inverse model method. The Inverse model method incorporates the Gradient method developed by Todini. This method is known for solving the system of mass and energy balance equations. The inverse model presents itself as more efficient and is constituted by the separation of known and unknown variables from the continuity and energy equations of the water supply network. Nodal demands with similar characteristics are aggregated to make the model determined. The Gauss-Newton method is then applied to solve the model. Both methods were analyzed through a case study of a simple hydraulic network for a transient and permanent regime.
publishDate 2018
dc.date.none.fl_str_mv 2018-11-12T13:26:52Z
2018-07-27T00:00:00Z
2018-07-27
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TID:202234576
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