期刊论文详细信息
Journal of Environmental Health Science Engineering
Performance assessment of different STPs based on UASB followed by aerobic post treatment systems
Absar Ahmad Kazmi1  Beni Lew5  Vasileios Diamantis4  Indu Mehrotra1  Rubia Zahid Gaur3  Abid Ali Khan2 
[1] Department of Civil Engineering, IIT Roorkee Roorkee, India;Royal HaskoningDHV, New Delhi, India;School of Environment and Natural Resources, Doon University, Dehradun, India;Department of Environmental Engineering, Democritus University of Thrace, Xanthi, Greece;Department of Civil Engineering, Ariel University, Ariel 40700, Israel
关键词: Odour;    Sewage treatment plants;    Post treatment systems;    Upflow anaerobic sludge blanket reactor (UASB);    Sewage;   
Others  :  1228853
DOI  :  10.1186/2052-336X-12-43
 received in 2013-03-29, accepted in 2013-11-30,  发布年份 2014
PDF
【 摘 要 】

This paper present the experiences gained from the study of ten up flow anaerobic sludge blanket (UASB) based sewage treatment plants (STPs) of different cities of India. Presently 37 UASB based STPs were under operation and about 06 UASB based STPs are under construction and commissioning phase at different towns. The nature of sewage significantly varied at each STP. Two STP were receiving sewage with high sulfate and heavy metals due to the mixing of industrial waste. The treatment performance of all UASB reactors in terms of BOD, COD and TSS were observed between 55 to 70% respectively. The post treatment units down flow hanging sponge (DHS) and Aeration followed by activated sludge process (ASP) at two STPs were performing well and enable to achieve the required disposal standards. Results indicate the effluent quality in terms of BOD and SS were less than 30 and 50 mg/L and well below the discharging standards.

【 授权许可】

   
2014 Khan et al.; licensee BioMed Central Ltd.

【 预 览 】
附件列表
Files Size Format View
20151019090908681.pdf 1873KB PDF download
Figure 5. 64KB Image download
Figure 4. 88KB Image download
Figure 3. 41KB Image download
Figure 2. 31KB Image download
Figure 1. 26KB Image download
【 图 表 】

Figure 1.

Figure 2.

Figure 3.

Figure 4.

Figure 5.

【 参考文献 】
  • [1]Seghezzo L, Geeman G, van Lier JB, Hamelers HVM, Letinga G: A review, the anaerobic treatment of sewage in UASB and EGSB reactors. Bioresource Technol 1998, 65:175-190.
  • [2]Chernicharo CAL: Post-treatment options for the anaerobic treatment of domestic wastewater. Rev Environ Sci Technol 2006, 5:73-92.
  • [3]von Sperling M, Oliveira CM, Andrada GJB, Godinho VM, Assuncao FAL, Melo WRJ: Performance evaluation of simple wastewater treatment system comprised by UASB reactor, shallow polishing ponds and rock filter. Wat Sci Technol 2008, 58(6):1313-1319.
  • [4]Khan AA, Gaur RZ, Tyagi VK, Khursheed A, Lew B, Mehrotra I, Kazmi AA: Sustainable options for post treatment of UASB effluent treating sewage: a review. Resour Conserv Recycling 2011, 55:1232-1251.
  • [5]Sato N, Okubo T, Onodera T, Agrawal , Lalit K, Ohashi A, Harada H: Economic evaluation of sewage treatment processes in India. J of Environ Manag 2007, 84:447-460.
  • [6]MoEF: Management Information System, Technical Report, National River Conservation Directorate. New Delhi, India: Ministry of Environment and Forests; 2005 and 2006
  • [7]Khan AA: Post Treatment of UASB Effluent: Aeration and Variant of ASP. India: IIT Roorkee; 2012. [PhD Thesis]
  • [8]CPCB: Performance evaluation of sewage treatment plants under NRCD. New Delhi, India: MoEF; 2013:9-10.
  • [9]Machdar I, Harada H, Ohashi A, Sekiguchi Y, Okui H, Ueki K: A Novel and cost-effective Sewage treatment system consisting of UASB pre-treatment and aerobic post-treatment units for developing countries. Wat Sci Technol 1997, 36(12):189-197.
  • [10]Walia R: Polishing of Effluent from UASB reactor: ORP as a Monitoring Parameter. PhD Thesis. Roorkee, India: Indian Institute of Technology; 2007.
  • [11]APHA, AWWA, WEF: Standard Methods for the Examination of Water and Wastewater. 21st edition. Washington DC, U.S.A: American Public Health Association/ American Water Works Association/Water Environment Federation; 2005.
  • [12]Metcalf and Eddy: Wastewater Engineering Treatment and Reuse. 3rd edition. New Delhi, India: Tata McGraw Hill Co; 2003.
  • [13]Mahmoud N: Anaerobic Pre-treatment of Sewage under Low Temperature (15°C) Conditions in an Integrated UASB-digester System. The Netherlands: Sub-department of Environmental Technology, Wageningen University; 2002. [Ph.D. Thesis]
  • [14]Yamaguchi T, Harada H, Hisano T, Yamazaki S, Tseng I, Cheng : Process behaviour of UASB reactor treating a wastewater containing high strength sulfate. Wat Res 1999, 33(14):3182-3190.
  • [15]Li XZ, Wu JS, Sun DL: Hydrogen sulfide and volatile fatty acid removal from foul Air in a fibrous bed bio reactor. Wat Sci Technol 1998, 38(3):323-329.
  • [16]Karn SK, Harada H: Surface water pollution in three urban territories of Nepal, India and Bangladesh. Environ Manage 2001, 28(4):483-496.
  • [17]Alaerts GJ, Veenstra S, Bentvelsen M, van Duijl LA: Feasibility of anaerobic sewage treatment in sanitation strategies in developing countries. Wat Sci Technol 1993, 27:179-186.
  • [18]Tandukar M, Uemura S, Ohashi A, Harada H: A Low-cost municipal sewage treatment system with a combination of UASB and the “Fourth Generation” Down-flow Hanging Sponge (DHS) Reactors. Wat Sci Technol 2005, 52(1–2):323-329.
  • [19]Araki N, Ohashi A, Machdar I, Harada H: Behaviors of nitrifiers in a novel biofilm reactor employing hanging sponge-cubes as attachment site. Wat Sci Technol 1999, 39(7):23-31.
  • [20]Polprasert, Chongrak: Organic Waste Recycling. New York: John Wiley and Sons; 1989.
  • [21]Cavalcanti PFF: Integrated Application of the UASB Reactor and Ponds for Domestic Sewage Treatment in Tropical Regions. Netherlands: Wageningen University; 2003:141. [PhD Thesis]
  文献评价指标  
  下载次数:72次 浏览次数:26次