Integration of Septic Tank and Constructed Wetland for the Treatment of Wastewater in Egypt

Integration of Septic Tank and Constructed Wetland for the Treatment of Wastewater in Egypt

Desalination and Water Treatment 51 (2013) 3539–3546 www.deswater.com April doi: 10.1080/19443994.2012.749585 Integration of septic tank and constructed wetland for the treatment of wastewater in Egypt Hussein I. Abdel-Shafya,*, Mohamed A. El-Khateeba,b,* aWater Research & Pollution Control Department, National Research Centre, Dokki, Cairo, Egypt Emails: [email protected], [email protected] bAl Jouf University, Faculty of Science, Environmental Sciences Department, Skaka, Al Jouf, Saudi Arabia Received 26 April 2012; Accepted 19 September 2012 ABSTRACT Integration of septic tank and constructed wetland systems as simple and low cost tech- niques is the main objective of this study. The area of the study is located at east of Shar- quiya Governorate, Egypt. Three-chamber septic tank of the volume of 56 m3 was constructed followed by 200 m2 subsurface flow constructed wetland. The calculated hydrau- lic residence time for septic tank and constructed wetland was about 5, 6, and 7 day, respec- tively. The characteristics of raw wastewater, septic tank, and wetland effluents were studied in terms of physico-chemical and bacteriological parameters. The obtained results revealed that the level of organic load represented by COD and BOD were reduced by 87 and 89%, respectively, while the fecal coliform count was reduced by about 5 log units. The quality of the treated wastewater was found to be within the permissible Egyptian standards for irri- gating. No problems with odor or insects exist. Keywords: Constructed wetland; Horizontal flow; Treated effluent reuse; Wastewater treatment; Sewage farm; Groundwater protection 1. Introduction supply systems are often unaffordable given the remote locations and lack of financial resources [2]. Decentralized approach offers flexibility in man- In the rare cases where centralized systems are agement and a series of processes can be combined installed, the system often fails due to unprofessional to meet treatment goals and address environmental maintenance and management [3]. Decentralized and public health protection requirements. It is not approaches for supplying water are already applied only a long-term solution for small communities but in many parts of developing countries. Several poten- also more reliable and cost effective. However, tial solutions, both quality and quantity related, are understanding the receiving environment is crucial reviewed by Varbanets et al. [2]. Regional differences for technology selection and should be accomplished occur in their implementation due to the local socio- by conducting a comprehensive site evaluation pro- cultural, economic, and political situations and due to cess [1]. Similar to sanitation in rural areas of devel- local environmental conditions of available water oping countries, investments for centralized water sources [2]. A main part of the pollutants contained in waste- *Corresponding authors. water are nutrients that can be removed in wastewater 1944-3994/1944-3986 Ó 2013 Balaban Desalination Publications. All rights reserved..

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