EventsThe 8th International Electronic Conference on Water Sciences
Published
This submission belongs to the session S2. Hydrodynamics, Hydraulic Transients, Hydropower and Pumped Storage in Water-Energy Nexus of the event The 8th International Electronic Conference on Water Sciences
Published date
11 Oct, 2024
Academic Editor
author-avatarVicente S. Fuertes-Miquel
Citation
Cristian Alexander German, Pedro Luis Iglesias Rey, Francisco Javier Martínez Solano, Computational Enhancement of Water Distribution Network Analysis and Optimization Models through Topological Simplification, in Proceedings of The 8th International Electronic Conference on Water Sciences, 14 October–16 October 2024, MDPI: Basel, Switzerland
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Computational Enhancement of Water Distribution Network Analysis and Optimization Models through Topological Simplification

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1. Doctorado en Ingeniería del agua., Dpto. de Ingeniería Hidráulica y Medio Ambiente, Universitat Politècnica de València, Camino de Vera, s/n, 46022 Valencia, Valencia, España, Spain
2. Escuela Técnica Superior de Ingeniería Industrial, Dpto. de Ingeniería Hidráulica y Medio Ambiente, Universitat Politècnica de València, Camino de Vera, s/n, 46022 Valencia, Valencia, España, Spain
Abstract

Water distribution network models are crucial for the effective management and operation of water distribution systems. Current technology enables the creation of detailed models of complex networks, often requiring the use of optimization tools for the repeated analysis of network behavior. Simplifying these models offers several advantages, including reduced computational time and easier decision-making for network managers. This paper presents a methodology based on six simplification algorithms that achieve up to an 80% reduction in network elements, while maintaining a high efficiency index for validation and using set point curves to represent the simplified elements.

The methodology employs graph theory to analyze and optimize water distribution networks. Simplifications range from the elimination of parallel pipes and terminal nodes to the sectorization and simplification of blocks with multiple inputs and outputs. The simplification process ensures hydraulic equivalence between the simplified model and the original network.

The impact of network simplification on the management and operation of water distribution systems is evaluated through various operational scenarios with different control elements and allowable error percentages. The results indicate that the proposed simplification methodology provides practical tools for network managers, contributing to better practices in water resource management and enhancing the efficiency and effectiveness of water distribution network operations.

Keywords
Simplification
models
water distribution networks
graph theory
optimization.
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