Abd Elshafy, E., Reda Haggag, M., Abousrea, A. (2009). METHODOLOGY OF PLANNING DOMESTIC SEWAGE SYSTEM IN SLUMS & RURAL AREAS BY ECONOMIC WAY. JES. Journal of Engineering Sciences, 37(No 5), 1049-1062. doi: 10.21608/jesaun.2009.127859
Ezzat Abd Elshafy; M. Reda Haggag; A. Saad Abousrea. "METHODOLOGY OF PLANNING DOMESTIC SEWAGE SYSTEM IN SLUMS & RURAL AREAS BY ECONOMIC WAY". JES. Journal of Engineering Sciences, 37, No 5, 2009, 1049-1062. doi: 10.21608/jesaun.2009.127859
Abd Elshafy, E., Reda Haggag, M., Abousrea, A. (2009). 'METHODOLOGY OF PLANNING DOMESTIC SEWAGE SYSTEM IN SLUMS & RURAL AREAS BY ECONOMIC WAY', JES. Journal of Engineering Sciences, 37(No 5), pp. 1049-1062. doi: 10.21608/jesaun.2009.127859
Abd Elshafy, E., Reda Haggag, M., Abousrea, A. METHODOLOGY OF PLANNING DOMESTIC SEWAGE SYSTEM IN SLUMS & RURAL AREAS BY ECONOMIC WAY. JES. Journal of Engineering Sciences, 2009; 37(No 5): 1049-1062. doi: 10.21608/jesaun.2009.127859
METHODOLOGY OF PLANNING DOMESTIC SEWAGE SYSTEM IN SLUMS & RURAL AREAS BY ECONOMIC WAY
1Prof . of Sanitary and Environmental Engineering Faculty of engineering Cairo University
2Prof .of Planning environment & infrastructure Faculty of Urban& Regional planning Cairo University
3Senior eng in water& sewage department in General organization for Physical planning
Abstract
Slums and rural areas became one of the most serious problems which face Egyptian society whereas 75% from Egypt' population live in Egyptian countryside, and 20% in slums (human development report), less than 5% only from Egyptian countryside with sanitary sewage service (CAPMAS). The problem has economic, physical, strategic, social and environmental dimensions, legislations and laws. The paper aims to provide immediate flexible system' suggestion to adhere to those dimensions. It took successful international and local experiments related to the problem. It took a village as case study; it took samples from desludging truck in the village and analyzed it. Analyzing results and comparing it with the results of analyzing at the influent of traditional WWTP (ZENIN). The study ended into proposing Simi non-pipe system which consisting of main collector to receive discharge from trucks as an immediate stage and then treatment plant working with anaerobic system (UASB/USBR) it will followed by aerobic-system later and final disposal dumping into drain.