Yousra Ahmed, Usama A. Abdel Ghany, Ashrakat Mohamed, Mohamed Abu-Eleinieen, M. Othman
{"title":"Drinking Water Treatment Plant Design for Administrative Capital in Egypt","authors":"Yousra Ahmed, Usama A. Abdel Ghany, Ashrakat Mohamed, Mohamed Abu-Eleinieen, M. Othman","doi":"10.21608/ijaebs.2022.127193.1024","DOIUrl":null,"url":null,"abstract":"This paper presents a design model for drinking water supply to the New Administrative Capital in Egypt which is planned to serve a total population of 6.5 million inhabitants. The water source and main intake and conveyance units were first determined, then the water treatment process was designed using two techniques: conventional treatment process and dyna-sand treatment process. The process flow line was determined and the design parameters for each treatment unit was calculated. A comparison between rapid sand filtration process in the conventional treatment and dyna-sand process was also presented in this paper showing the advantages of using the dyna-sand techniques. These advantages include the reduction in the treatment plant area and the continuous sand-wash process which saves the water quantity used","PeriodicalId":360790,"journal":{"name":"International Journal of Advanced Engineering and Business Sciences","volume":"126 32","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-03-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Advanced Engineering and Business Sciences","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.21608/ijaebs.2022.127193.1024","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
This paper presents a design model for drinking water supply to the New Administrative Capital in Egypt which is planned to serve a total population of 6.5 million inhabitants. The water source and main intake and conveyance units were first determined, then the water treatment process was designed using two techniques: conventional treatment process and dyna-sand treatment process. The process flow line was determined and the design parameters for each treatment unit was calculated. A comparison between rapid sand filtration process in the conventional treatment and dyna-sand process was also presented in this paper showing the advantages of using the dyna-sand techniques. These advantages include the reduction in the treatment plant area and the continuous sand-wash process which saves the water quantity used