Citation: | Study on Influence of Sludge Recycle Ratio on Removal of Nitrogen and Phosphorous in Two-Sludge BCR Denitrifying Phosphorus Removal Process[J]. Journal of South China Normal University (Natural Science Edition), 2017, 49(4): 57-61. |
[1]华光辉,张波. 城市污水生物除磷脱氮工艺中的矛盾关系及对策[J]. 给水排水, 2002,26(12) : 1-4.
[2]张洁,胡卫新,张雁秋. 改进型双泥反硝化除磷脱氮工艺——一种可望从根本上解决脱氮除磷矛盾的新工艺[J]. 环境污染与防治, 2005, 27(3):232-235. [3] Zuthi M F R, Guo W S, Ngo H H, et al. Enhanced biological phosphorus removal and its modeling for the activated sludge and membrane bioreactor processes[J]. Bioresource Technology, 2013, 139(13):363-374. [4] Marcelino M ,, Wallaert D ,, Guisasola A ,, et al. A two-sludge system for simultaneous biological C, N and P removal via the nitrite pathway.[J]. Water Science & Technology A Journal of the International Association on Water Pollution Research, 2011, 64(5):1142-7. [5] Kapagiannidis A G, Zafiriadis I, Aivasidis A. Effect of basic operating parameters on biological phosphorus removal in a continuous-flow anaerobic-anoxic activated sludge system.[J]. Bioprocess & Biosystems Engineering, 2012, 35(35):371-82. [6]刘莹,彭永臻,王淑莹. A_2N工艺的固有弊端分析及其对策研究[J]. 工业用水与废水,2010,41(6):1-5. [7]王亚宜,王淑莹,彭永臻. MLSS、pH及NO_2~--N对反硝化除磷的影响[J]. 中国给水排水, 2005, 21(7):47-51. [8]朱文韬,吕锡武,史静. 电子受体和MLSS对反硝化除磷的影响[J]. 净水技术, 2014,33(5):31-37. [9]吕娟. NO_2~--N、MLSS对反硝化脱氮除磷的影响[J]. 水资源与水工程学报, 2014,25(5):207-210. [10]李相昆,姜安玺,于健,等.连续流双污泥反硝化同时除磷系统影响因素[J].沈阳建筑大学学报,2005,21(5):560-563. [11]杨庆娟,王淑莹,刘莹,袁志国. 污泥回流比对A_2N反硝化除磷工艺脱氮除磷的影响[J]. 中国给水排水, 2008, 24(13):37-41. [12] Kapagiannidis A G, Zafiriadis I, Aivasidis A. Upgrading the efficiency of an external nitrification BNR system – The modified Dephanox process[J]. Chemical Engineering Journal, 2011, 175(22):124-135. [13]刘婧. 改良型双污泥系统反硝化除磷工艺的试验研究[D].哈尔滨工业大学,2008. [14] 徐玉洁, 张雁秋, 杨德军,等. 改良型双污泥工艺处理低C/N城市污水[J]. 安徽农业科学, 2011,39(10):5992-5993. [15] 杨鹏, 张朝升, 荣宏伟,等. 双污泥BCR反硝化同步脱氮除磷的试验研究[J]. 环境科学与技术, 2014,37(03) :74-77.
[1]华光辉,张波. 城市污水生物除磷脱氮工艺中的矛盾关系及对策[J]. 给水排水, 2002,26(12) : 1-4.
[2]张洁,胡卫新,张雁秋. 改进型双泥反硝化除磷脱氮工艺——一种可望从根本上解决脱氮除磷矛盾的新工艺[J]. 环境污染与防治, 2005, 27(3):232-235. [3] Zuthi M F R, Guo W S, Ngo H H, et al. Enhanced biological phosphorus removal and its modeling for the activated sludge and membrane bioreactor processes[J]. Bioresource Technology, 2013, 139(13):363-374. [4] Marcelino M ,, Wallaert D ,, Guisasola A ,, et al. A two-sludge system for simultaneous biological C, N and P removal via the nitrite pathway.[J]. Water Science & Technology A Journal of the International Association on Water Pollution Research, 2011, 64(5):1142-7. [5] Kapagiannidis A G, Zafiriadis I, Aivasidis A. Effect of basic operating parameters on biological phosphorus removal in a continuous-flow anaerobic-anoxic activated sludge system.[J]. Bioprocess & Biosystems Engineering, 2012, 35(35):371-82. [6]刘莹,彭永臻,王淑莹. A_2N工艺的固有弊端分析及其对策研究[J]. 工业用水与废水,2010,41(6):1-5. [7]王亚宜,王淑莹,彭永臻. MLSS、pH及NO_2~--N对反硝化除磷的影响[J]. 中国给水排水, 2005, 21(7):47-51. [8]朱文韬,吕锡武,史静. 电子受体和MLSS对反硝化除磷的影响[J]. 净水技术, 2014,33(5):31-37. [9]吕娟. NO_2~--N、MLSS对反硝化脱氮除磷的影响[J]. 水资源与水工程学报, 2014,25(5):207-210. [10]李相昆,姜安玺,于健,等.连续流双污泥反硝化同时除磷系统影响因素[J].沈阳建筑大学学报,2005,21(5):560-563. [11]杨庆娟,王淑莹,刘莹,袁志国. 污泥回流比对A_2N反硝化除磷工艺脱氮除磷的影响[J]. 中国给水排水, 2008, 24(13):37-41. [12] Kapagiannidis A G, Zafiriadis I, Aivasidis A. Upgrading the efficiency of an external nitrification BNR system – The modified Dephanox process[J]. Chemical Engineering Journal, 2011, 175(22):124-135. [13]刘婧. 改良型双污泥系统反硝化除磷工艺的试验研究[D].哈尔滨工业大学,2008. [14] 徐玉洁, 张雁秋, 杨德军,等. 改良型双污泥工艺处理低C/N城市污水[J]. 安徽农业科学, 2011,39(10):5992-5993. [15] 杨鹏, 张朝升, 荣宏伟,等. 双污泥BCR反硝化同步脱氮除磷的试验研究[J]. 环境科学与技术, 2014,37(03) :74-77. |