Optimal Sewer Network Design Including Pumping Stations

In urban areas with a flat terrain, pumping stations must be included to elevate wastewater and avoid extreme excavation depths. These systems are characterized by high operational costs due to the pump’s power consumption. The present work presents a methodology for the optimal design of sewer netw...

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Published in:Engineering proceedings Vol. 69; no. 1; p. 16
Main Authors: Juan Saldarriaga, Juana Herrán, María A. González, Yesid Coy, Pedro L. Iglesias-Rey
Format: Journal Article
Language:English
Published: MDPI AG 01.08.2024
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ISSN:2673-4591
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Abstract In urban areas with a flat terrain, pumping stations must be included to elevate wastewater and avoid extreme excavation depths. These systems are characterized by high operational costs due to the pump’s power consumption. The present work presents a methodology for the optimal design of sewer networks including pumping stations, whose objective function is to minimize the construction and operation costs of the system. The methodology was tested on three sewer benchmark networks using two cost functions proposed in the literature. In all the sewer benchmarks, the cost achieved in the present work was compared with the best costs reported in the literature.
AbstractList In urban areas with a flat terrain, pumping stations must be included to elevate wastewater and avoid extreme excavation depths. These systems are characterized by high operational costs due to the pump’s power consumption. The present work presents a methodology for the optimal design of sewer networks including pumping stations, whose objective function is to minimize the construction and operation costs of the system. The methodology was tested on three sewer benchmark networks using two cost functions proposed in the literature. In all the sewer benchmarks, the cost achieved in the present work was compared with the best costs reported in the literature.
Author Pedro L. Iglesias-Rey
Juan Saldarriaga
Yesid Coy
María A. González
Juana Herrán
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  fullname: Juan Saldarriaga
  organization: Civil and Environmental Engineering Department, Universidad de los Andes, Bogotá 111711, Colombia
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  fullname: Juana Herrán
  organization: Water Distribution and Sewerage Systems Research Center, Universidad de los Andes, Bogotá 111711, Colombia
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  fullname: María A. González
  organization: Water Distribution and Sewerage Systems Research Center, Universidad de los Andes, Bogotá 111711, Colombia
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  fullname: Yesid Coy
  organization: Water Distribution and Sewerage Systems Research Center, Universidad de los Andes, Bogotá 111711, Colombia
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  fullname: Pedro L. Iglesias-Rey
  organization: Department of Hydraulic Engineering and Environment, Universitat Politècnica de València, 46022 Valencia, Spain
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Snippet In urban areas with a flat terrain, pumping stations must be included to elevate wastewater and avoid extreme excavation depths. These systems are...
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SubjectTerms Bellman-Ford algorithm
direct graph model
pumping stations
sewer networks
sewer optimal design
Title Optimal Sewer Network Design Including Pumping Stations
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