低碳氮比污水脱氮技术最新进展
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摘要
传统的硝化-反硝化工艺主要适用于低氨氮废水,对于低碳氮比、高氨氮的废水,其达不到理想的处理效果。本文综述了目前常规脱氮技术以及新型脱氮技术的近五年进展,以期为低碳氮比污水的治理提供一定参考。
The traditional nitrification-denitrification process is mainly applied to low ammonia nitrogen wastewater, and it does not achieve the desired treatment effect for wastewater with low carbon to nitrogen ratio and high ammonia nitrogen.This paper reviews the current five-year progress of conventional nitrogen removal technology and new nitrogen removal technology, in order to provide a reference for the treatment of low carbon and nitrogen than sewage.
The traditional nitrification-denitrification process is mainly applied to low ammonia nitrogen wastewater, and it does not achieve the desired treatment effect for wastewater with low carbon to nitrogen ratio and high ammonia nitrogen.This paper reviews the current five-year progress of conventional nitrogen removal technology and new nitrogen removal technology, in order to provide a reference for the treatment of low carbon and nitrogen than sewage.
引文
1韩佳.工业园区低碳氮比废水生物脱氮特性研究[D].山西:太原理工大学,2012.
2张淼.分段进水泥膜工艺处理低碳氮比生活污水[D].扬州:扬州大学,2012.
3刘明超.改良A2/O工艺处理寒区低碳氮比城市污水的试验研究[D].哈尔滨:哈尔滨工业大学,2014.
4张波,苏玉民.倒置A2/O氮磷脱除功能[J].环境工程,1999,17(5):17-18.
5刘向阳,张千,吴恒,等.HN-AD菌生物强化接触氧化工艺处理猪场沼液[J].环境科学,2018,(12):1-10.
6贾小宁.固定化微生物组合床型对低碳氮比污水的脱氮性能研究[D].兰州:兰州大学,2014.
7王春喜,余关龙,张登祥,等.固定化反硝化菌联合固体碳源小球处理低碳氮比污水的性能研究[J].环境污染与防治,2018,40(8):870-874.
8裴延权,王波,刘欢.固体缓释碳源处理低碳氮比污水的脱氮及机理[J].环境工程学报,2014,8(6):2423-2428.
9裴延权,杨小毛,刘欢.不同缓释碳源对低碳氮比污水反硝化的影响[J].工业水处理,2013,33(5):40-43.
10张嘉辉,王武强,王春.低碳氮比污水投加Fe0、Fe2+协同活性污泥脱氮效率对比分析[J].科学技术创新,2018,(34):21-22.
11罗哲,周光杰,刘宏波,等.污泥厌氧产酸发酵液作为碳源强化污水脱氮除磷中试研究[J].环境科学,2015,36(3):1000-1005.
12姚创,岳建雄,罗晓栋,等.污泥发酵液强化低碳源污水氮磷去除研究[J].环境科学与技术,2016,39(6):150-155.
13刘绍根,李贵敏,夏姣,等.絮凝污泥作为低碳氮比生活污水补充碳源的脱氮试验研究[J].安徽建筑大学学报,2016,24(6):74-78.
14张国珍,明驹,武福平,等.悬浮复合填料对改良多级A/O工艺处理低碳氮比生活污水同步脱氮除磷的影响[J].环境污染与防治,2017,39(10):1108-1116.
15 Hu Xiang,Xie Li,Shim Hojae,et al.Biological Nutrient Removal in a Full Scale Anoxic/Anaerobic/Aerobic/Pre-anoxic-MBR Plant for Low C/N Ratio Municipal Wastewater Treatment[J].Chinese Journal of Chemical Engineering,2014,22(4):447-454.
16吴勇.多级AO-MBR组合工艺处理低C/N生活污水实验研究[D].兰州:兰州交通大学,2018.
17巩秀珍,于德爽,袁梦飞,等.后置短程反硝化AOA-SBR工艺实现低C/N城市污水的脱氮除磷[J].环境科学,2019,40(1):360-368.
18吴春雷,荣懿,刘晓鹏,等.基于分区供氧与溶解氧调控的低C/N比污水短程硝化反硝化[J].环境科学,2018,(12):2-10.
19王永庆,陈振国,汪晓军,等.短程硝化反硝化AOOA工艺处理老龄垃圾渗滤液[J].中国给水排水,2018,34(21):18-30.
20邓时海,李德生,卢阳阳,等.集成模块系统同步硝化反硝化处理低碳氮比污水的试验[J].中国环境科学,2014,34(9):2259-2265.
21 Yuhai Liang,Dong Li,Xiaojing Zhang,etal Microbial characteristics and nitrogen removal o simultaneous partial nitrification,anammox and denitrification(SNAD)process treating low CN ratio sewage[J].Bioresource Technology,2014,(169):103-109.
22 Gogina Elena,Gulshin Igor,etal.Simultaneous Denitrification and Nitrification in the Lab-scale Oxidation Ditch with Low C/N Ratio[J].Procedia Engineering,2015,(117):107-113.
23 Broda E.Two kinds lithotrophs missing in nature[J].ZAllg Mickrobiol,1977,(17):491-493.
24强红.厌氧氨氧化工艺的启动及处理低碳氮比污水的研究[D].大连:大连理工大学,2012.
25 Rui Du,Shenbin Cao,Shuying Wang,etal Performance of partial denitrification(PD)-ANAMMOX process in simultaneously treating nitrate and low C/N domestic wastewater at low temperature[J].Bioresource Technology,2016,(219):420-429.
26 Shenbin Cao,Rui Du,Yongzhen Peng,etal.Novel two stage Partial Denitrification(PD)-Anammox process for tertiary nitrogen removal from low Carbon Nitrogen(C/N)municipal sewage[J].Chemical Engineering Journal,2018,(12):1-36.
27刘洪涛.部分亚硝化-厌氧氨氧化组合工艺脱氮性能研究[S].沈阳:沈阳建筑大学,2012.
28 Deniz Akgul,Cigdem Kalkan Aktan,Koze Yapsakli,etal.Treatment of landfill leachate using UASB-MBR-SHARON-Anammox configuration[J]Biodegradation,2013,(24):399-412.
29 Van Loosdrecht MC,Van Dongen U,Jetten MS,etal.The SHARON-Anammox process for treatmen of ammonium rich wastewater[J].Water Science and Technology,2015,(44):153-160.
30 Tian Li,Wen Yin,Xinzhu Wang,etal.Carbon and Nitrogen Removal Characteristics of ABRDecarbonization-CANON Coupling Process[J].Huan jing ke xue,2019,(40):823-828.
2张淼.分段进水泥膜工艺处理低碳氮比生活污水[D].扬州:扬州大学,2012.
3刘明超.改良A2/O工艺处理寒区低碳氮比城市污水的试验研究[D].哈尔滨:哈尔滨工业大学,2014.
4张波,苏玉民.倒置A2/O氮磷脱除功能[J].环境工程,1999,17(5):17-18.
5刘向阳,张千,吴恒,等.HN-AD菌生物强化接触氧化工艺处理猪场沼液[J].环境科学,2018,(12):1-10.
6贾小宁.固定化微生物组合床型对低碳氮比污水的脱氮性能研究[D].兰州:兰州大学,2014.
7王春喜,余关龙,张登祥,等.固定化反硝化菌联合固体碳源小球处理低碳氮比污水的性能研究[J].环境污染与防治,2018,40(8):870-874.
8裴延权,王波,刘欢.固体缓释碳源处理低碳氮比污水的脱氮及机理[J].环境工程学报,2014,8(6):2423-2428.
9裴延权,杨小毛,刘欢.不同缓释碳源对低碳氮比污水反硝化的影响[J].工业水处理,2013,33(5):40-43.
10张嘉辉,王武强,王春.低碳氮比污水投加Fe0、Fe2+协同活性污泥脱氮效率对比分析[J].科学技术创新,2018,(34):21-22.
11罗哲,周光杰,刘宏波,等.污泥厌氧产酸发酵液作为碳源强化污水脱氮除磷中试研究[J].环境科学,2015,36(3):1000-1005.
12姚创,岳建雄,罗晓栋,等.污泥发酵液强化低碳源污水氮磷去除研究[J].环境科学与技术,2016,39(6):150-155.
13刘绍根,李贵敏,夏姣,等.絮凝污泥作为低碳氮比生活污水补充碳源的脱氮试验研究[J].安徽建筑大学学报,2016,24(6):74-78.
14张国珍,明驹,武福平,等.悬浮复合填料对改良多级A/O工艺处理低碳氮比生活污水同步脱氮除磷的影响[J].环境污染与防治,2017,39(10):1108-1116.
15 Hu Xiang,Xie Li,Shim Hojae,et al.Biological Nutrient Removal in a Full Scale Anoxic/Anaerobic/Aerobic/Pre-anoxic-MBR Plant for Low C/N Ratio Municipal Wastewater Treatment[J].Chinese Journal of Chemical Engineering,2014,22(4):447-454.
16吴勇.多级AO-MBR组合工艺处理低C/N生活污水实验研究[D].兰州:兰州交通大学,2018.
17巩秀珍,于德爽,袁梦飞,等.后置短程反硝化AOA-SBR工艺实现低C/N城市污水的脱氮除磷[J].环境科学,2019,40(1):360-368.
18吴春雷,荣懿,刘晓鹏,等.基于分区供氧与溶解氧调控的低C/N比污水短程硝化反硝化[J].环境科学,2018,(12):2-10.
19王永庆,陈振国,汪晓军,等.短程硝化反硝化AOOA工艺处理老龄垃圾渗滤液[J].中国给水排水,2018,34(21):18-30.
20邓时海,李德生,卢阳阳,等.集成模块系统同步硝化反硝化处理低碳氮比污水的试验[J].中国环境科学,2014,34(9):2259-2265.
21 Yuhai Liang,Dong Li,Xiaojing Zhang,etal Microbial characteristics and nitrogen removal o simultaneous partial nitrification,anammox and denitrification(SNAD)process treating low CN ratio sewage[J].Bioresource Technology,2014,(169):103-109.
22 Gogina Elena,Gulshin Igor,etal.Simultaneous Denitrification and Nitrification in the Lab-scale Oxidation Ditch with Low C/N Ratio[J].Procedia Engineering,2015,(117):107-113.
23 Broda E.Two kinds lithotrophs missing in nature[J].ZAllg Mickrobiol,1977,(17):491-493.
24强红.厌氧氨氧化工艺的启动及处理低碳氮比污水的研究[D].大连:大连理工大学,2012.
25 Rui Du,Shenbin Cao,Shuying Wang,etal Performance of partial denitrification(PD)-ANAMMOX process in simultaneously treating nitrate and low C/N domestic wastewater at low temperature[J].Bioresource Technology,2016,(219):420-429.
26 Shenbin Cao,Rui Du,Yongzhen Peng,etal.Novel two stage Partial Denitrification(PD)-Anammox process for tertiary nitrogen removal from low Carbon Nitrogen(C/N)municipal sewage[J].Chemical Engineering Journal,2018,(12):1-36.
27刘洪涛.部分亚硝化-厌氧氨氧化组合工艺脱氮性能研究[S].沈阳:沈阳建筑大学,2012.
28 Deniz Akgul,Cigdem Kalkan Aktan,Koze Yapsakli,etal.Treatment of landfill leachate using UASB-MBR-SHARON-Anammox configuration[J]Biodegradation,2013,(24):399-412.
29 Van Loosdrecht MC,Van Dongen U,Jetten MS,etal.The SHARON-Anammox process for treatmen of ammonium rich wastewater[J].Water Science and Technology,2015,(44):153-160.
30 Tian Li,Wen Yin,Xinzhu Wang,etal.Carbon and Nitrogen Removal Characteristics of ABRDecarbonization-CANON Coupling Process[J].Huan jing ke xue,2019,(40):823-828.