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Design and simulation of an alternative aqueduct network for urban population
dc.contributor.author | Rojas Suárez, Jhan Piero | |
dc.contributor.author | Orjuela Abril, Martha Sofia | |
dc.contributor.author | Prada Botia, Gaudy Carolina | |
dc.date.accessioned | 2021-11-20T16:39:08Z | |
dc.date.available | 2021-11-20T16:39:08Z | |
dc.date.issued | 2019-11-29 | |
dc.identifier.uri | http://repositorio.ufps.edu.co/handle/ufps/1175 | |
dc.description.abstract | Aqueduct systems help to record water consumption, being a connection between nature and the population, allowing water to be transported continuously; a good design of aqueduct networks is necessary to meet the purpose of providing the community with a technical report that can serve as a starting point to carry out a construction of the aqueduct for the public battery. This research presents the simulation of an aqueduct system by means of the epanet software according to the daily maximum flow, pressure, velocities of the distribution network, pumping time, with respect to the different pressures and diameters, diagnosing the routes, nodes, forms of access, restrictions and limitations that may affect the proper functioning of the system; In this way, the advantages and the magnitude of beneficiaries who will have this new access and improved service to meet the needs of the inhabitants are evident, according to the technical requirements of drinking water and sanitation of the technical regulation of the drinking water and basic sanitation sector, where it can be implemented by any public company in the country. | eng |
dc.format.mimetype | application/pdf | spa |
dc.language.iso | eng | spa |
dc.publisher | Journal of Physics: Conference Series | spa |
dc.relation.ispartof | Journal of Physics: Conference Series | |
dc.rights | Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltd | eng |
dc.source | https://iopscience.iop.org/article/10.1088/1742-6596/1386/1/012129/meta | spa |
dc.title | Design and simulation of an alternative aqueduct network for urban population | eng |
dc.type | Artículo de revista | spa |
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dc.identifier.doi | 10.1088/1742-6596/1386/1/012129 | |
dc.publisher.place | Londres, Reino Unido | spa |
dc.relation.citationedition | Vol.1386 No.1.(2019) | spa |
dc.relation.citationendpage | 7 | spa |
dc.relation.citationissue | 1 (2019) | spa |
dc.relation.citationstartpage | 1 | spa |
dc.relation.citationvolume | 1386 | spa |
dc.relation.cites | Abril, M. O., Suárez, J. R., & Botia, G. P. (2019, November). Design and simulation of an alternative aqueduct network for urban population. In Journal of Physics: Conference Series (Vol. 1386, No. 1, p. 012129). IOP Publishing. | |
dc.relation.ispartofjournal | Journal of Physics: Conference Series | spa |
dc.rights.accessrights | info:eu-repo/semantics/openAccess | spa |
dc.rights.creativecommons | Atribución 4.0 Internacional (CC BY 4.0) | spa |
dc.type.coar | http://purl.org/coar/resource_type/c_6501 | spa |
dc.type.content | Text | spa |
dc.type.driver | info:eu-repo/semantics/article | spa |
dc.type.redcol | http://purl.org/redcol/resource_type/ART | spa |
oaire.accessrights | http://purl.org/coar/access_right/c_abf2 | spa |
oaire.version | http://purl.org/coar/version/c_970fb48d4fbd8a85 | spa |
dc.type.version | info:eu-repo/semantics/publishedVersion | spa |
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