Performance evaluation of an integrated multi-stage poultry slaughterhouse wastewater treatment system

被引:12
作者
Bingo, Maggie Ntombifuthi [1 ]
Njoya, Mahomet [1 ]
Basitere, Moses [2 ,3 ]
Ntwampe, Seteno Karabo Obed [4 ]
Kaskote, Ephraim [5 ]
机构
[1] Cape Peninsula Univ Technol, Dept Chem Engn, Bioresource Engn Resource Grp BioERG, POB 652, ZA-8000 Cape Town, South Africa
[2] Univ Cape Town, Acad Support Programme Engn Cape Town ASPECT, ZA-7700 Cape Town, South Africa
[3] Univ Cape Town, Water Res Grp, Dept Civil Engn, ZA-7700 Cape Town, South Africa
[4] North West Univ, Sch Chem & Minerals Engn, Ctr Excellence Carbon Based Fuels, ZA-2520 Potchefstroom, South Africa
[5] Malutsa Pty Ltd, Oude Pont & Meent St,Malutsa House, ZA-7655 Wellington, South Africa
基金
新加坡国家研究基金会;
关键词
Expanded granular sludge bed (EGSB); Fats; oil and grease (FOG); Poultry slaughterhouse wastewater (PSW); Submerged membrane bioreactor; REACTOR; ULTRAFILTRATION;
D O I
10.1016/j.jwpe.2021.102309
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Poultry slaughterhouse wastewater (PSW) with a high fats, oil, and grease (FOG) content in South Africa (SA) is generally discharged into municipal wastewater systems. This is detrimental for municipal treatment plants since there is a limited number of these wastewater treatment works (WWTWs) that are operating optimally. Furthermore, increasingly stringent standards for effluent discharge have placed an urgency on the development of advanced wastewater treatment technologies. This study evaluated the performance of a lab-scale integrated multi-stage PSW treatment system consisting of an aerobic pre-treatment tank, an expanded granular sludge bed (EGSB) bioreactor coupled with a submerged ultrafiltration (UF) membrane. The possibility of treating PSW to a water quality standard compliant with discharge by-laws or the standards of effluent discharge was investigated. The EGSB was operated for 120 days at a hydraulic retention time (HRT) of 5.71 h and an organic loading rate (OLR) ranging from 200 to 700 mg COD/L.h, while the submerged membrane unit had OLR fluctuating between 50 and 450 mg COD/L.h. The integrated system achieved overall average removal efficiencies (REs) of 98% for chemical oxygen demand (COD), 97% for FOG, and 99% for total suspended solids (TSS); and reducing the pollutant content of the treated PSW to 101 mg/L COD, 8 mg/L FOG and 7 mg/L TSS, i.e. qualities which are comparable to inland surface water, rendering it safe for discharge into the City of Cape Town (CCT) WWTWs.
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页数:18
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