Review of Upflow Anaerobic Sludge Blanket Reactor Technology: Effect of Different Parameters and Developments for Domestic Wastewater Treatment

被引:97
作者
Daud, M. K. [1 ,2 ]
Rizvi, Hina [3 ]
Akram, Muhammad Farhan [3 ]
Ali, Shafaqat [3 ,4 ]
Rizwan, Muhammad [3 ]
Nafees, Muhammad [5 ]
Jin, Zhu Shui [1 ]
机构
[1] Zhejiang Univ, Coll Agr & Biotechnol, Inst Crop Sci, Zijingang Campus, Hangzhou, Zhejiang, Peoples R China
[2] Kohat Univ Sci & Technol, Dept Biotechnol & Genet Engn, Kohat 26000, Pakistan
[3] Govt Coll Univ, Dept Environm Sci & Engn, Allama Iqbal Rd, Faisalabad 38000, Pakistan
[4] Chinese Acad Sci, Inst Soil Sci, Key Lab Soil Environm & Pollut Remediat, Nanjing 210008, Jiangsu, Peoples R China
[5] Univ Agr Faisalabad, Inst Soil & Environm Sci, Faisalabad 38000, Pakistan
关键词
SOLUBLE MICROBIAL PRODUCTS; BIO-HYDROGEN PRODUCTION; UASB-REACTOR; METHANE PRODUCTION; START-UP; PERFORMANCE EVALUATION; ACTIVATED-SLUDGE; SEWAGE-TREATMENT; SCALE UASB; SYNTHETIC SEWAGE;
D O I
10.1155/2018/1596319
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The upflow anaerobic sludge blanket (UASB) reactor has been recognized as an important wastewater treatment technology among anaerobic treatment methods. The objective of this study was to perform literature review on the treatment of domestic sewage using the UASB reactor as the core component and identifying future areas of research. The merits of anaerobic and aerobic bioreactors are highlighted and other sewage treatment technologies are compared with UASB on the basis of performance, resource recovery potential, and cost. The comparison supports UASB as a suitable option on the basis of performance, green energy generation, minimal space requirement, and low capital, operation, and maintenance costs. The main process parameters such as temperature, hydraulic retention time (HRT), organic loading rate (OLR), pH, granulation, and mixing and their effects on the performance of UASB reactor and hydrogen production are presented for achieving optimal results. Feasible posttreatment steps are also identified for effective discharge and/or reuse of treated water.
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页数:13
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