Performance evaluation and kinetic modeling of down-flow high-rate anaerobic bioreactors for poultry slaughterhouse wastewater treatment

被引:22
|
作者
Njoya, Mahomet [1 ,2 ]
Basitere, Moses [1 ,2 ]
Ntwampe, Seteno Karabo Obeb [3 ]
Lim, Jun Wei [4 ]
机构
[1] Cape Peninsula Univ Technol, Dept Chem Engn, POB 652, ZA-8000 Cape Town, South Africa
[2] Cape Peninsula Univ Technol, Dept Biotechnol, Bioresource Engn Res Grp BioERG, POB 652, ZA-8000 Cape Town, South Africa
[3] North West Univ, Sch Chem & Minerals Engn, Private BagX1290, ZA-2520 Potchefstroom, South Africa
[4] Univ Teknol PETRONAS, Dept Fundamental & Appl Sci, HICoE Ctr Biofuel & Biochem Res, Inst Self Sustainable Bldg, Seri Iskandar 32610, Perak Danil Rid, Malaysia
关键词
Grau second order model; Modified Stover-Kincannon model; Anaerobic reactor configuration; Chemical oxygen demand; Biological inferences; Kinetic parameters; Biochemical oxygen demand; BED REACTOR SGBR; SLUDGE;
D O I
10.1007/s11356-020-11397-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study, the treatment of poultry slaughterhouse wastewater (PSW) was evaluated using two new down-flow high-rate anaerobic bioreactor systems (HRABS), including the down-flow expanded granular bed reactor (DEGBR) and the static granular bed reactor (SGBR). These two bioreactors have demonstrated a good performance for the treatment of PSW with removal percentages of the biochemical oxygen demand (BOD5), the chemical oxygen demand (COD), and fats, oil, and grease (FOG) exceeding 95% during peak performance days. This performance of down-flow HRABS appears as a breakthrough in the field of anaerobic treatment of medium to high-strength wastewater because down-flow anaerobic bioreactors have been neglected for the high-rate anaerobic treatment of such wastewater due to the success of up-flow anaerobic reactors such as the UASB and the EGSB as a result of the granulation of a consortium of anaerobic bacteria required for efficient anaerobic digestion and biogas production. Hence, to promote the recourse to such technologies and provide further explanation to their performance, this study approached the kinetic analysis of these two down-flow HRABS using the modified Stover-Kincannon and the Grau second-order multi-component substrate models. From a comparison between the two models investigated, the modified Stover-Kincannon model provided the best prediction for the concentration of the substrate in the effluent from the two HRABS. This analysis led to the determination of the kinetic parameters of the two models that can be used for the design of the two HRABS and the prediction of the performance of the SGBR and DEGBR. The kinetic parameters determined using the Modified Stover-Kincannon were Umax = 40.5 gCOD/L.day and K-B = 47.3 gCOD/L.day for the DEGBR and U-max = 33.6 gCOD/L.day and K-B = 44.9 gCOD/L.day for the SGBR; while, using the Grau second-order model, the kinetic models determined were a = 0.058 and b = 1.112 for the DEGBR and a = 0.135 and b = 1.33 for the SGBR.
引用
收藏
页码:9529 / 9541
页数:13
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