Impact of a Sand Filtration Pretreatment Step on High-Loaded Greywater Treatment by an Electrocoagulation Technique

Author:

Bani-Melhem Khalid12,Bsoul Abeer Al3,Al-Qodah Zakaria4ORCID,Al-Ananzeh Nada3,Al-Kilani Muhammad Rasool5ORCID,Al-Shannag Mohammad6ORCID,Bani-Salameh Walid7

Affiliation:

1. Water Technology Unit (WTU), Center for Advanced Materials (CAM), Qatar University, Doha P.O. Box 2713, Qatar

2. Department of Water Management, and Environment, Faculty of Prince El-Hassan bin Talal for Natural Resources and Environment, The Hashemite University, P.O. Box 330127, Zarqa 13133, Jordan

3. Department of Chemical Engineering, Al-Huson University College, Al-Balqa Applied University, Al-Huson P.O. Box 50, Al-Huson 21510, Jordan

4. Chemical Engineering Department, Faculty of Engineering Technology, Al-Balqa Applied University, Marka, P.O. Box 340558, Amman 11134, Jordan

5. Department of Land, Water, and Environment, Faculty of Agriculture, University of Jordan, Amman 11942, Jordan

6. Department of Chemical Engineering, School of Engineering, University of Jordan, Amman 11942, Jordan

7. Department of Chemical Engineering, Al-Balqa Applied University, Marka, P.O. Box 15008, Amman 11134, Jordan

Abstract

Greywater (GW) treatment by the electrocoagulation (EC) technique alone might not meet the required standards in terms of pollutant removal, specifically when GW contains high loads of pollutants. In this preliminary study, a sand filtration (SF) unit was integrated with the EC technique as a pretreatment step to enhance the EC process for treating high-loaded GW. Three different voltage gradients were investigated (5 V/cm, 10 V/cm, and 15 V/cm) in the EC unit. The results demonstrated that the pretreatment SF step can contribute significantly to reducing pollutant concentrations in the greywater to be treated by EC. In terms of physical impurities, the results showed that the SF pretreatment step reduced the turbidity and the color of the treated GW by 28.4%, and 9.4%, respectively. The COD concentration was reduced by 25.5% by the SF step, which allowed a reduction of EC steady state time in the EC unit from 45 min to 30 min at an applied voltage of 15 V/cm. In addition, a high COD removal rate of 87.8% from high-load greywater was achieved with an energy consumption of only 4.11 kWh/m3 in comparison with 6.21 kWh/m3 without the SF step, which is equivalent to a 34% saving in energy consumption.

Funder

Scientific Research and Innovation Support Fund in Jordan

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Reference41 articles.

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