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Herramientas gráficas de diseño para determinar la pendiente mínima de autolimpieza en tuberías de alcantarillado sanitario de pequeño diámetro

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Herramientas gráficas de diseño para determinar la pendiente mínima de autolimpieza en tuberías de alcantarillado sanitario de pequeño diámetro

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dc.contributor.author Castro Carrera, F. es_ES
dc.contributor.author La Motta, E.J. es_ES
dc.date.accessioned 2020-03-02T06:48:16Z
dc.date.available 2020-03-02T06:48:16Z
dc.date.issued 2020-01-31
dc.identifier.issn 1134-2196
dc.identifier.uri http://hdl.handle.net/10251/138054
dc.description.abstract [ES] Este artículo presenta herramientas gráficas para diseño de tuberías de alcantarillado sanitario con autolimpieza por tensión de corte, para diámetros entre 100 y 400 mm, usando dos diferentes criterios: primero, considerando la suposición que con el caudal mínimo se desarrollará un esfuerzo cortante igual al generado por la tubería llena a una velocidad de 0.6, 0.7 y 0.8 m/s, y segundo, usando tensiones de corte mínimas de 0.867, 1.4 y 2 N/m2. Estas herramientas consisten en curvas para determinar la pendiente de autolimpieza, la profundidad relativa, el caudal máximo que puede ser transportado con una profundidad relativa de 0.8D, y las velocidades para flujo lleno y parcialmente lleno para un caudal mínimo dado. También se incluyen ecuaciones para determinar tanto un valor aproximado de la pendiente de autolimpieza, como la pendiente exacta. Se consideró un coeficiente de rugosidad de Manning constante de 0.009 s/m1/3, correspondiente a tuberías nuevas de PVC. es_ES
dc.description.abstract [EN] This paper presents graphical tools for the design of sanitary sewers with self-cleansing by shear stress, for diameters between 100 mm and 400 mm, using two different criteria: first, using the assumption that under minimum flow the liquid will develop a shear stress equal to that generated by the sewer when running full at a velocity of 0.6, 0.7 and 0.8 m/s, and second, using self-cleansing shear stress of 0.867, 1.4, and 2 N/m2. These tools consist of curves to determine the self-cleansing slope, the depth-to-diameter ratio, the maximum flow rate that can be transported with a relative depth of 0.8D, and the velocity under part-full and full-pipe conditions for a given minimum flow rate. Also, equations are provided to determine both an approximate value of the self-cleansing slope, as well as the exact slope. A constant Manning’s roughness coefficient of 0.009 s/m1/3 was used, corresponding to new PVC pipes. es_ES
dc.language Español es_ES
dc.publisher Universitat Politècnica de València es_ES
dc.relation.ispartof Ingeniería del agua es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Self cleansing es_ES
dc.subject Shear stress es_ES
dc.subject Self-cleansing velocity es_ES
dc.subject Design es_ES
dc.subject Sanitary sewer es_ES
dc.subject Autolimpieza es_ES
dc.subject Tensión de corte es_ES
dc.subject Velocidad autolimpiante es_ES
dc.subject Diseño es_ES
dc.subject Alcantarillado sanitario es_ES
dc.title Herramientas gráficas de diseño para determinar la pendiente mínima de autolimpieza en tuberías de alcantarillado sanitario de pequeño diámetro es_ES
dc.title.alternative Graphical design tools to determine the minimum self-cleansing slope in small diameter sanitary sewers es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.4995/ia.2020.12260
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Castro Carrera, F.; La Motta, E. (2020). Herramientas gráficas de diseño para determinar la pendiente mínima de autolimpieza en tuberías de alcantarillado sanitario de pequeño diámetro. Ingeniería del agua. 24(1):49-63. https://doi.org/10.4995/ia.2020.12260 es_ES
dc.description.accrualMethod OJS es_ES
dc.relation.publisherversion https://doi.org/10.4995/ia.2020.12260 es_ES
dc.description.upvformatpinicio 49 es_ES
dc.description.upvformatpfin 63 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 24 es_ES
dc.description.issue 1 es_ES
dc.identifier.eissn 1886-4996
dc.relation.pasarela OJS\12260 es_ES
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