Chapter
Jun 2, 2022

Analysis of Drinking Water Distribution Networks Based on Changes in Population Density and Topological Characteristics

Publication: World Environmental and Water Resources Congress 2022

ABSTRACT

The water distribution systems (WDS) analysis focuses to develop optimal designs that allow implementation of water supply systems with quantity and quality needed for the human community consumption; therefore, it is necessary to characterize system topology and hydraulic variables. For identification of the most sensitive parameters involved in population density changes, three comparisons are presented related to (1) hydraulic gradient surfaces, (2) pressure surfaces, and (3) specific power maps. According with this, behavior patterns can be defined based on the networks’ characterization and alterations that may occur verifying minimum design conditions of compliance and operation. The results show hydraulic gradient surface changes are proportional to demand growth, highest and lowest pressure nodes remain same for near locations, and the spend energy tends to be constant when taking a relative percent difference.

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REFERENCES

González, L. (2020). Relación densidad de habitantes vs topología de las redes de agua potable [Universidad de los Andes]. https://hdl.handle.net/1992/48519.
Mohan, S., and Babu, K. S. J. (2010). Optimal Water Distribution Network Design with Honey-Bee Mating Optimization. Journal of Computing in Civil Engineering, 24(1). https://doi.org/10.1061/(ASCE)CP.1943-5487.0000018.
Moreno, C., Rojas, D., and Saldarriaga, J. (2018). Relation between population density and topology in potable water distribution networks methodology optimal design of RDAP. WDSA/CCWI 2018 Joint Conference Proceedings, 1., 1–16. https://ojs.library.queensu.ca/index.php/wdsa-ccw/article/view/12351.
Saldarriaga, J., Páez, D., Cuero, P., and León, N. (2012). Optimal power use surface for design of water distribution systems. 14th Water Distribution Systems Analysis Conference 2012, WDSA 2012, 1(August 2017), 468–480.
Saldarriaga, J., Lopez, L., Paez, D., Luna, D., and Gonzalez Hernandez, S. (2018). Optimized Design of Water Distribution Networks (Software REDES). SSRN Electronic Journal, 1–9. https://doi.org/10.2139/ssrn.3112868.
Saldarriaga, J., and Vega, L. (2018, May 31). Assessment of Criteria to Make Topological Changes in Water Distribution Systems under Future Water Demand Scenarios. World Environmental and Water Resources Congress 2018. https://doi.org/10.1061/9780784481424.045.
Todini, E. (2000). Looped water distribution networks design using a resilience index based heuristic approach. Urban Water, 2(2). https://doi.org/10.1016/S1462-0758(00)00049-2.
Villalba, G., and Saldarriaga, J. (2005). Algoritmos de Optimización Combinatoria (AOC) aplicados al diseño de redes de distribución de agua potable. Revista de Ingeniería, 22, 116–123. https://doi.org/http://dx.doi.org/10.16924%2Friua.v0i22.393.

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Go to World Environmental and Water Resources Congress 2022
World Environmental and Water Resources Congress 2022
Pages: 913 - 922

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Published online: Jun 2, 2022

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Authors

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Laura González [email protected]
1Researcher and Ph.D. Student, Water Distribution and Sewerage Systems Research Center, Universidad de los Andes, Bogotá, Colombia. Email: [email protected]
Juan G. Saldarriaga [email protected]
2Professor, Dept. of Civil and Environmental Engineering, Water Distribution and Sewerage Systems Research Center, Universidad de los Andes, Bogotá, Colombia. Email: [email protected]

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