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Wastewater Reuse From Hemodialysis Section by Combination of Coagulation and Ultrafiltration Processes: Case Study in Saveh-Iran Hospital Publisher



Mahdavi M1 ; Mahvi AH3 ; Salehi M2 ; Sadani M4 ; Biglari H5 ; Tashauoei HR6 ; Ebrahimi A7, 8 ; Yengejeh RJ9 ; Fatehizadeh A7, 8
Authors
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Authors Affiliations
  1. 1. Social Determinants of Health Research Center, Saveh University of Medical Sciences, Saveh, Iran
  2. 2. Saveh University of Medical Sciences, Saveh, Iran
  3. 3. Center for Solid Waste Research, Institute for Environmental Research, Tehran University of Medical Sciences, Tehran, Iran
  4. 4. Department of Environmental Health Engineering, School of Public Health and Safety, Shahid Beheshti University of Medical Sciences, Tehran, Iran
  5. 5. Department of Environmental Health Engineering, School of Public Health, Social Development and Health Promotion Research Center, Gonabad University of Medical Sciences, Gonabad, Iran
  6. 6. Department of Environmental Health Engineering, School of Health, Islamic Azad University Tehran Medical Branch, Tehran, Iran
  7. 7. Department of Environmental Health Engineering, School of Health, Isfahan University of Medical Sciences, Isfahan, Iran
  8. 8. Environment Research Center, Research Institute for Primordial Prevention of Non-Communicable Disease, Isfahan University of Medical Sciences, Isfahan, Iran
  9. 9. Department of Environmental Engineering, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran

Source: Desalination and Water Treatment Published:2020


Abstract

Nowadays, water and wastewater reuse is an important approach to deal with the water shortage in most countries. The present study focused on the feasibility of wastewater reuse form the hospital hemodialysis unit (Saveh, Iran). The combination of coagulation, flocculation, sedimentation (CFS), and ultrafiltration (UF) processes have been investigated to improve wastewater quality for its reus-ability assessment. In raw hemodialysis wastewater, the average amounts of total dissolved solids, chemical oxygen demand (COD), and total coliform (TC) were 7,440 ± 28 mg/L, 2,400 ± 70 mg/L, and 6.7 × 107 MPN/100 mL, respectively. Based on the results, by applying the CFS process, the removal efficiency for turbidity, color, COD, and TC were 96%, 95%, 54%, and 93%, respectively. With a combination of CFS and UF processes, the removal efficiency of studied parameters was enhanced to higher than 99%. Comparing to the removal efficacy of the CFS process without application of clay, the optimum dose of poly-aluminium chloride (PACl) with the addition of 0.7 g/L of clay was 300 mg/L and resulted in 70% reduction of PACl consumption. It was observed that treated waste-water was brackish with a high concentration of organic matter content that could not be used for irrigation. It was concluded that by reusing reverses osmosis reject for irrigation (2,300 L/d), it could be possible to irrigate 287.5 m2 of the hospital green space. © 2020 Desalination Publications. All rights reserved.
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