Water and Sanitation for the 21st Century: Health and Microbiological Aspects of Excreta and Wastewater Management (Global Wate 2019
DOI: 10.14321/waterpathogens.60
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Preliminary Treatment and Primary Sedimentation

Abstract: The designations employed and the presentation of material throughout this publication do not imply the expression of any opinion whatsoever on the part of UNESCO concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The ideas and opinions expressed in this publication are those of the authors; they are not necessarily those of UNESCO and do not commit the Organization.

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Cited by 8 publications
(5 citation statements)
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“…Direct wastewater reuse refers to control quality of wastewater treatment plant (WWTP) discharge for irrigation water quality. While indirect wastewater reuse that untreated wastewater collected downstream is dependent on various factors such as quality of treated wastewater discharge and the hydrological conditions of the stream [27]. Therefore, the study presents suitability of chemistry wastewater quality for irrigation and effect of primary treatment.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…Direct wastewater reuse refers to control quality of wastewater treatment plant (WWTP) discharge for irrigation water quality. While indirect wastewater reuse that untreated wastewater collected downstream is dependent on various factors such as quality of treated wastewater discharge and the hydrological conditions of the stream [27]. Therefore, the study presents suitability of chemistry wastewater quality for irrigation and effect of primary treatment.…”
Section: Resultsmentioning
confidence: 99%
“…The work investigates primary treatment effect to remove pollutants for succeeding treatment processes as clarified by Oakley, 2018 [27].…”
Section: Primary Treatmentmentioning
confidence: 99%
“…Collating results from other studies, the anticipated log removal rates for total bacteria or total suspended solids are ca. 1-log for both clarifiers (i.e., 70% removal for primary and secondary clarifier, respectively) 30 , to 2-log by the activated sludge tanks depending on the operating conditions [31][32][33][34] , about 2-log removal (i.e., 99% removal) for slow sand filtration 35 , and an additional > 3-log (i.e., 99.9% removal) if chlorination and ozonation, the two most commonly used disinfection processes, are effectively carried out 29,32,36 (Figure 1a). If membrane filtration, typically a microfiltration or ultrafiltration membrane, is also retrofitted to the wastewater treatment plant, ca.…”
Section: Wastewater Treatment Processes Are Important Barriersmentioning
confidence: 99%
“…Allí se remueven compuestos orgánicos flotantes o suspendidos. En este proceso se busca reducir el dbo en un 30 a 40% y tiene una duración de 1.5 a 3 horas [21].…”
Section: Introductionunclassified