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Please use this identifier to cite or link to this item: http://dspace.ucuenca.edu.ec/handle/123456789/35352
Title: Optimization of water use in a rapid filtration system: a case study
Authors: Garcia Avila, Fausto Fernando
Zhindon Arevalo, Cesar Edmundo
Alvarez Ochoa, Robert Ivan
Donoso Moscoso, Silvana Patricia
Flores Del Pino, Lisveth
metadata.dc.ucuenca.correspondencia: Garcia Avila, Fausto Fernando, fernando.garcia@ucuenca.edu.ec
Keywords: Filtration velocity
Water treatment
Sand and anthracite filter
Head loss
Backwashing
Filter run
metadata.dc.ucuenca.areaconocimientofrascatiamplio: 1. Ciencias Naturales y Exactas
metadata.dc.ucuenca.areaconocimientofrascatidetallado: 1.5.10 Recursos Hídricos
metadata.dc.ucuenca.areaconocimientofrascatiespecifico: 1.5 Ciencias de la Tierra y el Ambiente
metadata.dc.ucuenca.areaconocimientounescoamplio: 05 - Ciencias Físicas, Ciencias Naturales, Matemáticas y Estadísticas
metadata.dc.ucuenca.areaconocimientounescodetallado: 0521 - Ciencias Ambientales
metadata.dc.ucuenca.areaconocimientounescoespecifico: 052 - Medio Ambiente
Issue Date: 2020
metadata.dc.ucuenca.volumen: Volumen 3
metadata.dc.source: Water-Energy Nexus
metadata.dc.identifier.doi: 10.1016/j.wen.2020.03.005
metadata.dc.type: ARTÍCULO
Abstract: 
The objective of this research was to reduce water use during the operation of anthracite-sand filters used for treating drinking water. The variables that affect the saturation of the filter bed were evaluated, using procedures proposed by the Pan American Center for Sanitary Engineering and Environmental Sciences (CEPIS). The following were evaluated: filtration velocity, initial filtration quality, filtration runs duration, filter bed expansion, duration of the washing process, washing velocity, granulometry, and mud balls. The results obtained were compared with the design parameters recommended by CEPIS. Maximum turbidity of 0.5 NTU was obtained. Filtration runs were in the lower limit of the range indicated by CEPIS. The filter medium expansion in five of the eight filters was lower than recommended by CEPIS. The optimal washing time was 18 min. The washing velocity was low producing little filter bed expansion. The granulometric result indicated that the effective size and the anthracite uniformity coefficient were different between filters. The results also presented significant improvements in the filtration process and the amount of water saved once the filter washing process was optimized. The results also demonstrated that measuring filters performance could improve the filtration system efficiency and ensure the drinking water quality. Keywords: Filtration velocity, Water treatment, Sand and anthracite filter, Head loss, Backwashing, Filter run
URI: http://www.sciencedirect.com/science/article/pii/S2588912520300175
metadata.dc.ucuenca.urifuente: https://www.sciencedirect.com/journal/water-energy-nexus/vol/3/suppl/C
ISSN: 2588-9125
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