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进水碳磷比对连续流反硝化除磷工艺脱氮除磷效果的影响 被引量:15

Effect of COD-to-phosphorus ratio on performance of continuous-flow two-sludge process
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摘要 针对连续流双污泥反硝化除磷工艺,考察进水碳磷质量比(m(C)/m(P))对化学需氧量(COD)、氨氮和总磷(TP)去除效果的影响.系统进水COD和氨氮分别保持在250和45 mg/L左右,通过改变进水TP浓度来调整m(C)/m(P).实验结果表明:在m(C)/m(P)比分别为64.1,42.0,33.0和17.8的情况下,TP去除率分别为93.2%,92.0%,78.3%和65.8%,除磷效率明显降低.在m(C)/m(P)>42.0的情况下,出水TP低于0.5 mg/L.随着m(C)/m(P)的降低,反硝化聚磷污泥释磷量和净聚磷量增加,净聚磷量分别为3.63,5.33,6.26和10.3mg/L.m(C)/m(P)减小有利于提高生物除磷系统的稳定性,但出水磷浓度会有所增加,可通过适当延长后置曝气池停留时间来降低出水磷浓度.m(C)/m(P)对COD的去除和脱氮的效果影响不大,COD去除率保持在85.6%~93.1%,氨氮的去除率大于93%. The effect of COD(chemical oxygen demand)-to-phosphorus ratio(m(C)/m(P)) was investigated in a continuous-flow two-sludge process.The influent concentrations of COD and ammonia were maintained at about 250 and 45 mg/L respectively.The ratio was adjusted by the TP(total phosphorus) concentration.The results show that when the m(C)/m(P) are 64.1,42.0,33.0 and 17.8,the TP removal efficiencies are 93.2%,92.0%,78.3% and 65.8% respectively.Decreasing of ratio results in low removal efficiency obviously.When the ratio is more than 42.0,the effluent TP concentration is less than 0.5 mg/L.However,as the ratio decrease the phosphorus release amount and net phosphorus uptake amount would increase.The net phosphorus uptake amounts may get 3.63,5.33,6.26 and 10.3 mg/L when the m(C)/m(P) are 64.1,42.0,33.0 and 17.8.The decrease of m(C)/m(P)benefits the stability of the biological system but the effluent TP concentration may increase.This could be reduced by extending hydraulic retention time in the posted anaerobic tank.There is no remarkable effect of m(C)/m(P)on COD and TN(total nitrogen)removal efficiencies.The COD removal efficiency keeps at 85.6% to 93.1% and ammonia removal efficiency is more than 93%.
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第1期94-98,共5页 Journal of Southeast University:Natural Science Edition
基金 国家自然科学基金资助项目(51078074) 教育部科学研究重大资助项目(308010) 江苏省科技支撑计划资助项目(BE2008667)
关键词 碳磷比 反硝化除磷 脱氮除磷 连续流双污泥工艺 COD-to-phosphorus ratio denitrifying phosphorus removal nitrogen and phosphorus removal continuous-flow two-sludge process
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参考文献15

  • 1刘洪波,李卓,缪强强,肖苏林,夏四清.传统生物除磷脱氮工艺和反硝化除磷工艺对比[J].工业用水与废水,2006,37(6):4-7. 被引量:28
  • 2张杰,臧景红,杨宏,刘俊良.A^2/O工艺的固有缺欠和对策研究[J].给水排水,2003,29(3):22-26. 被引量:141
  • 3王晓莲,王淑莹,彭永臻.进水C/P比对A^2/O工艺性能的影响[J].化工学报,2005,56(9):1765-1770. 被引量:35
  • 4Liu Yu, Lin Yuemei, Joo-Hwa Tay. The elemental compositions of P-accumulating microbial granules de- veloped in sequencing batch reactors [ J ]. Process Bio- chemistry, 2005, 40 (10):3258-3262.
  • 5Gilda Carvalho, Paulo C Lemos, Adrian Oehmen, et al. Denitrifying phosphorus removal: linking the process performance with the microbial community structure [J]. Water Research, 2007, 41(19) : 4383 -4396.
  • 6Adrian Oehmen, Paulo C Lemos, Gilda Carvalho, et al. Advances in enhanced biological phosphorus remov- al: from mirco to macro scale [J]. Water Research, 2007. 41(19) : 2271 -2300.
  • 7王亚宜,彭永臻,殷芳芳,李军,张宇坤.双污泥SBR工艺反硝化除磷脱氮特性及影响因素[J].环境科学,2008,29(6):1526-1532. 被引量:34
  • 8Mino T, van Loosdrecht M C M, Heijnen J J. Microbi- ology and biochemistry of the enhanced biological phos- phate removal process [J]. Water Research, 1998, 32 (11) : 3193 -3207.
  • 9国家环境保护总局.水和废水监测分析方法[M].北京:中国环境科学出版社,2002,12.144-153.
  • 10Sudiana I M, Mino T, Satoh H, et al. Metabolism of enhanced biological phosphorus removal and non-en- hanced biological phosphorus removal sludge with ace- tate and glucose as carbon source[J ]. Water Science and Technology, 1999, 39 ( 6 ) : 29 - 35.

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