1 |
曹贵华, 黄勇, 潘杨. 常规生物脱氮除磷工艺中问题及对策[J]. 水处理技术, 2009, 25(3): 102-106.
|
|
CAO G H, HUANG Y, PAN Y. Problems and countermeasures in conventional biological nitrogen and phosphorus removal process[J]. Water Treatment Technology, 2009, 25(3): 102-106.
|
2 |
彭永臻, 马斌. 低C/N比条件下高效生物脱氮策略分析[J]. 环境科学学报, 2009, 29(2): 225-230.
|
|
PENG Y Z, MA B. Analysis of high-efficiency biological nitrogen removal strategies under low C/N ratio[J]. Journal of Environmental Science, 2009, 29(2): 225-230.
|
3 |
葛士建, 彭永臻. 连续流分段进水工艺生物脱氮除磷技术分析及优化控制[J]. 环境科学学报, 2009, 29(12): 2465-2470.
|
|
GE S J, PENG Y Z. Analysis and optimization control of biological nitrogen and phosphorus removal technology in continuous flow segmented water inlet process[J]. Journal of Environmental Science, 2009, 29(12): 2465-2470.
|
4 |
ZHU G B,PENG Y Z,MA B,et al.Optimization of anoxic/oxic step feeding active sludge process with fuzzy control model for improving nitrogen removal[J]. Chemical Engineering Journal,2009, 151(13): 195-201.
|
5 |
黄开, 于春洲, 魏飞, 等. 多级 A/O 工艺在国内的应用现状[J]. 环境科学与管理, 2007, 32(2): 73-76.
|
|
HUANG K, YU C Z, WEI F, et al. Application status of multi-stage A/O process in China[J]. Environmental Science and Management, 2007, 32(2): 73-76.
|
6 |
赵云, 王延东, 邹仲勋. 多段多级除磷脱氮工艺用于污水厂的升级改造[J]. 中国给水排水, 2011, 27(14): 72-74.
|
|
ZHAO Y, WANG Y D, ZOUO Z X. Multi-stage and multi-stage dephosphorization and denitrification process for upgrading wastewater treatment plant[J]. China Water & Wastewater, 2011, 27(14): 72-74.
|
7 |
祝贵兵, 彭永臻, 吴淑云, 等. 碳氮比对分段进水生物脱氮的影响[J]. 中国环境科学, 2005(6): 641-645.
|
|
ZHU G B, PENG Y Z, WU S Y, et al. The effect of carbon-nitrogen ratio on biological nitrogen removal from staged influent[J]. China Environmental Science, 2005(6): 641-645.
|
8 |
张智, 刘亚琴, 傅斌, 等. DO 和填料对多级 A/O 工艺同步硝化反硝化的影响[J]. 中国给水排水, 2013, 29(17): 11-15.
|
|
ZHANG Z, LIU Y Q, FU B, et al. Effect of DO and filler on simultaneous nitrification and denitrify: cation in multi-stage A/O process[J]. China Water & Wastewater, 2013, 29(17): 11-15.
|
9 |
祝贵兵, 彭永臻, 吴淑云, 等. 分段进水生物脱氮工艺的优化控制运行研究[J]. 中国给水排水, 2006, 22(21): 1-5.
|
|
ZHU G B, PENG Y Z, WU S Y, et al. Research on optimal control operation of staged influent biological nitrogen removal process[J]. China Water & Wastewater, 2006, 22(21): 1-5.
|
10 |
张国珍, 高小波, 武福平, 等. 流量分配比对改良型多级A/O工艺去除污染物的影响[J]. 环境工程学报, 2016(3): 1165-1170.
|
|
ZHANG G Z, GAO X B, WU F P, et al. The influence of flow distribution ratio on the removal of pollutants by improved multi-stage A/O process[J]. Environmental Engineering Science, 2016(3): 1165-1170.
|
11 |
陈杰云, 余薇薇, 杜邦昊, 等. HRT对多级A/O+悬浮填料组合工艺脱氮除磷的影响[J].中国给水排水, 2017, 33(9):31-34.
|
|
CHEN J Y,YU W W,DU B H,et al. The effect of HRT on the denitrification and dephosphorization of multi-stage A/O + suspension filler combination process[J]. China Water & Wastewater, 2017, 33(9): 31-34.
|
12 |
国家环境保护总局. 水和废水监测分析方法[M]. 4版. 北京:中国环境科学出版社, 2002.
|
|
State Environmental Protection Administration. Water and wastewater monitoring and analysis method[M]. 4th ed. Beijing: China Environmental Science Press, 2002.
|
13 |
胡苗苗, 洪俊明, 李尚惠, 等. 碱度对动态膜生物反应器处理效果的影响[J]. 华侨大学学报(自然科学版), 2015, 36(3): 29-30.
|
|
HU M M, HONG J M, Li S H, et al. The effect of alkalinity on the treatment effect of dynamic membrane bioreactor[J]. Journal of Huaqiao University (Natural Science Edition), 2015, 36(3): 29-30.
|
14 |
付昆明, 曹相生, 孟雪征, 等. 污水反硝化过程中亚硝酸盐的积累规律[J]. 环境科学, 2011, 32(6): 1660-1664.
|
|
FU K M, CAO X S, MENG X Z, et al. Accumulation of nitrite in the process of sewage denitrification[J]. Environmental Science, 2011, 32(6): 1660-1664.
|
15 |
王伟, 陈强, 汪传新, 等. 改良分段进水工艺处理低C/N城市污水流量优化控[J]. 化工学报, 2015, 66(7): 265-269.
|
|
WANG W, CHEN Q, WANG C X, et al. Optimal control of low C/N urban sewage flow by improved segmented water inflow process[J]. CIESC Journal, 2015, 66(7): 265-269.
|