Drinking Water Treatment Plant Design for Administrative Capital in Egypt
Ahmed, Y., ghany, U., Mohamed, A., Abu-Eleinieen, M., Othman, M. (2022). Drinking Water Treatment Plant Design for Administrative Capital in Egypt. EKB Journal Management System, 3(1), 44-63. doi: 10.21608/ijaebs.2022.127193.1024
Yousra Ahmed; usama abdel salam a ghany; Ashrakat Mohamed; Mohamed Samir Abu-Eleinieen; Mostafa Abd-el-Kader Othman. "Drinking Water Treatment Plant Design for Administrative Capital in Egypt". EKB Journal Management System, 3, 1, 2022, 44-63. doi: 10.21608/ijaebs.2022.127193.1024
Ahmed, Y., ghany, U., Mohamed, A., Abu-Eleinieen, M., Othman, M. (2022). 'Drinking Water Treatment Plant Design for Administrative Capital in Egypt', EKB Journal Management System, 3(1), pp. 44-63. doi: 10.21608/ijaebs.2022.127193.1024
Ahmed, Y., ghany, U., Mohamed, A., Abu-Eleinieen, M., Othman, M. Drinking Water Treatment Plant Design for Administrative Capital in Egypt. EKB Journal Management System, 2022; 3(1): 44-63. doi: 10.21608/ijaebs.2022.127193.1024

Drinking Water Treatment Plant Design for Administrative Capital in Egypt

International Journal of Advanced Engineering and Business Sciences
Article 2, Volume 3, Issue 1 - Serial Number 3, February 2022, Page 44-63  XML
Document Type: Original Article
DOI: 10.21608/ijaebs.2022.127193.1024
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Authors
Yousra Ahmed email 1; usama abdel salam a ghany2; Ashrakat Mohamed3; Mohamed Samir Abu-Eleinieen1; Mostafa Abd-el-Kader Othman1
1Civil Engineering, Thebes Higher Institute of Engineering
2Assistant Professor , Architectural Engineering Department, Cairo Higher Institute for Engineering, Computer science and management, first settlement, El-banafseg, new Cairo, Cairo, Egypt.
3Civil Engineering, Thebes Higher Institute of Engineering, Cairo, Egypt
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 in the backwash process. This study suggests that the dynasand technique is a suitable technique to use for large capacity water supply system with less land area compared to the conventional technique.
Keywords
Water supply; Drinking Water Treatment plant; New Administrative Capital; Rapid Sand; Dyna-Sand
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