{"title":"Dispersion Characteristics of Settleable and Dissolvable Pollutants in Waste Stabilization Ponds","authors":"E. Ukpong, J. Agunwamba","doi":"10.4314/GJER.V11I2.3","DOIUrl":null,"url":null,"abstract":"Determination of the dispersion number or dispersion coefficient of a pollutant in a receiving stream or a treatment plant is a very important aspect of pollution control. A model describing the relationship between the dispersion number of a settleable solid (d 2 ) and that of a dissolvable tracer (d 1 ) was presented and verified with data collected from a laboratory channel. The model predicted results closer to experimental data than the existing model. The method applied in this research allows for in-situ determination of a pollutant settling velocity more realistically than both stokes equation and quiescent settling analysis. It was shown that using a dissolvable tracer instead of a setteable solid could lead to error. The implication of this in waste stabilization pond design was also discussed. Keywords : Dispersion, settleable pollutants, waste stabilization ponds.","PeriodicalId":12520,"journal":{"name":"Global Journal of Research In Engineering","volume":"63 1","pages":"87-98"},"PeriodicalIF":0.0000,"publicationDate":"2013-07-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Global Journal of Research In Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4314/GJER.V11I2.3","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
Determination of the dispersion number or dispersion coefficient of a pollutant in a receiving stream or a treatment plant is a very important aspect of pollution control. A model describing the relationship between the dispersion number of a settleable solid (d 2 ) and that of a dissolvable tracer (d 1 ) was presented and verified with data collected from a laboratory channel. The model predicted results closer to experimental data than the existing model. The method applied in this research allows for in-situ determination of a pollutant settling velocity more realistically than both stokes equation and quiescent settling analysis. It was shown that using a dissolvable tracer instead of a setteable solid could lead to error. The implication of this in waste stabilization pond design was also discussed. Keywords : Dispersion, settleable pollutants, waste stabilization ponds.