{"title":"可沉降性和可溶解性污染物在废物稳定池中的分散特性","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":"{\"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}","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}
Dispersion Characteristics of Settleable and Dissolvable Pollutants in Waste Stabilization Ponds
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.