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短时冲击负荷对不同粒径分布陶粒曝气生物滤池性能的影响 被引量:1

Effects of Short-time Hydraulic Loading on Organic Concentrations in BAF with Different Size Distribution Media
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摘要 通过比较装有2种粒径分布(大粒径、小粒径陶粒堆积密度分别为4.5×102和5.4×102kg/m3)的陶粒曝气生物滤池对溶解性化学需氧量(sCODCr)及NH4+-N、浊度的去除情况,考察短时水力冲击负荷及有机冲击负荷对不同粒径分布曝气生物滤池性能的影响。结果表明,对于2种粒径的陶粒曝气生物滤池,短时水力冲击负荷几乎不降低sCODCr及NH4+-N的去除率,但导致浊度去除率的下降,说明曝气生物滤池有较强的抗短时水力冲击负荷能力;短时有机冲击负荷的增大导致sCODCr及NH4+-N去除率的降低,但对浊度的去除却影响很小,而在解除冲击负荷后去除率很快恢复正常水平,说明大粒径滤池比小粒径滤池有较强的抗NH4+-N短时冲击的能力,但小粒径滤池比大粒径滤池有较强的抗sCODCr短时冲击的能力,并能保持较高的浊度去除率。 Through the comparison of the removal rate of sCODc, NH4^+-N and turbidity in two biological aerated filters with two different particle size media (stacking density of big and small size are 4.5×10^2和 5.4×10^2 kg/m^3), the effect of shorttime hydraulic loading and organics loading on the performance of BAF were studied. The results show short-time hydraulic loading has no influence on the removal of sCODCr and NH4^+-N, but decreases the turbidity removal, which proves BAF is fitted for different hydraulic loading; short-time sCODCr and NH4^+-N loading has severe influence on the removal of sCODCr and NH4^+-N, but the performance returns to the normal level after no impact loading; in a word the BAF with big particle size media has better performance in NH4^+-N than that with small particle size media, but the BAF with small particle size media has better performance in sCODCr and turbidity.
作者 凌霄 胡勇有
出处 《环境科技》 2008年第6期9-12,共4页 Environmental Science and Technology
关键词 曝气生物滤池 低浓度生活污水 短时水力冲击负荷 短时有机冲击负荷 Biological aerated filter (BAF) Low concentration domestic wastewater Short-time hydraulic loading Short-time organics loading
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  • 1POLANCO F,GARCIA P,VILLAVERDE S.Adsorption and diffusion effects on the residence time distribution of submerged biofilters[].Environmental Technology.1996
  • 2CHEN S,CHANG S.The enhancement of nitrification by indirect aeration and kinetic control in a submerged biofilm reactor[].Water Science and Technology.1994
  • 3GILLES P.Industrial scale applications of fixed biomass on the Mediterranean seaboard. Design operating results[].Water Science and Technology.1990
  • 4HOLLADAY D W,HANCHER C W,SCOTT C D ,et al.Biodegredation of phenolic waste liquors in stirred-tank packed-bed and fluidized-bed reactors[].Water and Pollution Control.1978
  • 5Droste R D.Theory and practice of water and wastewater treatment[]..1997
  • 6Woolard,R.The advantages of periodically operated biofilm reactors for the treatment of highly variable wastewater[].Water Science and Technology.1997
  • 7DESBOS Gilbert,ROGALLA Frank.Biofiltration as a compact technique for small wastewater treatment plant[].Science and Technology.1990
  • 8Markus Boller Manfred Tschui and Willi Gujer.Effects of transient nutrient concentrations in tertiary biofilm reactors[].Water Science and Technology.1997
  • 9L. G. Mendoza-Espinosa,T. Stephenson.Organic and Hydraulic Shock Loading on a Biological Aerated Filter[].Environmental Technology.2001
  • 10S Adachi,Y Fuchu.Reclamation and reuse of wastewater by biological aerated filter process[].Water Science and Technology.1991

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