期刊文献+
共找到16篇文章
< 1 >
每页显示 20 50 100
碳源对缺氧/厌氧/好氧工艺脱氮除磷效果的影响 被引量:18
1
作者 刘伟岩 李军 +4 位作者 宋玮华 马文瑾 杨晓冬 何继文 李佟 《中国给水排水》 CAS CSCD 北大核心 2009年第13期55-57,共3页
通过投加有机碳源改变进水的碳氮比,考察了不同碳氮比条件下缺氧/厌氧/好氧工艺的脱氮除磷效果。结果表明:在污泥回流比为120%的条件下,当C/N值为7、C/P值为75时,缺氧/厌氧/好氧工艺对污水的脱氮除磷效果最佳,对TP、NH4+-N和TN的去除率... 通过投加有机碳源改变进水的碳氮比,考察了不同碳氮比条件下缺氧/厌氧/好氧工艺的脱氮除磷效果。结果表明:在污泥回流比为120%的条件下,当C/N值为7、C/P值为75时,缺氧/厌氧/好氧工艺对污水的脱氮除磷效果最佳,对TP、NH4+-N和TN的去除率分别可达95%以上、98%和67%。 展开更多
关键词 缺氧/厌氧/好工艺 脱氮除磷 碳源 碳氮比 碳磷比
下载PDF
高氮渗滤液缺氧/厌氧UASB-SBR工艺低温深度脱氮 被引量:14
2
作者 孙洪伟 彭永臻 +3 位作者 时晓宁 张树军 杨庆 陈莹 《中国环境科学》 EI CAS CSCD 北大核心 2009年第2期207-212,共6页
在低温条件下,采用缺氧/厌氧UASB-SBR组合工艺处理实际垃圾填埋场渗滤液.结果表明,该工艺可实现有机物和氮的同步、深度去除.在进水COD平均为11950.2mg/L,NH4+-N为982.7mg/L的条件下,出水分别为390.1mg/L和2.9mg/L,去除率分别为96.7%和9... 在低温条件下,采用缺氧/厌氧UASB-SBR组合工艺处理实际垃圾填埋场渗滤液.结果表明,该工艺可实现有机物和氮的同步、深度去除.在进水COD平均为11950.2mg/L,NH4+-N为982.7mg/L的条件下,出水分别为390.1mg/L和2.9mg/L,去除率分别为96.7%和99.7%.同时,缺氧UASB1反应器的最大COD负荷达到13kg/(m3?d),最大COD去除速率为12.39kg/(m3?d),具有高效缺氧反硝化和高效厌氧降解有机物反应的双重功效,在SBR反应器的缺氧段和缺氧UASB,反应器内获得了99%以上的反硝化率.对于冬季水温分别为14.9,14.1,13.5,11.05℃的低温条件下,SBR反应器实现了完全硝化和反硝化,出水TN分别为4.1,5.7,14.1,16.5mg/L,达到了深度脱氮的目的.此外,在上述温度范围内,温度对反硝化速率(rN)的影响大于对硝化速率(rDN)的影响,rN/rDN比值相对恒定. 展开更多
关键词 垃圾渗滤液 缺氧/厌氧UASB-SBR 深度脱氮 低温
下载PDF
缺氧/厌氧/缺氧/好氧工艺处理城镇河道污水中试 被引量:2
3
作者 郑敏 杨波 +3 位作者 赵雪峰 汪诚文 贾捍卫 陈雯 《中国给水排水》 CAS CSCD 北大核心 2012年第11期14-17,共4页
采用连续流的缺氧/厌氧/缺氧/好氧中试反应器处理深圳市布吉城镇河道污水,考察了不同季节时对COD、NH4+-N、TN和TP的去除效果,以期为处理布吉河道污水的新建污水处理厂提供运行参数。中试结果表明,在夏季降雨期,当进水COD为36.4~195.5 ... 采用连续流的缺氧/厌氧/缺氧/好氧中试反应器处理深圳市布吉城镇河道污水,考察了不同季节时对COD、NH4+-N、TN和TP的去除效果,以期为处理布吉河道污水的新建污水处理厂提供运行参数。中试结果表明,在夏季降雨期,当进水COD为36.4~195.5 mg/L、总氮为13.7~29.5 mg/L时,出水值分别为(22.7~87.9)和(10.5~19.2)mg/L,平均去除率分别为72.1%和26.0%;在冬季枯水期,当进水COD为168.0~317.1 mg/L、总氮为33.0~41.0 mg/L时,出水值分别为(20.2~58.0)和(13.0~22.5)mg/L,平均去除率分别为84.7%和51.4%。当进水氨氮为9.38~39.02 mg/L时,出水值为0.01~8.01 mg/L,平均去除率为96.3%,在恢复运行期出水氨氮浓度达到稳定所需时间为COD和总氮的3倍左右。进水TP为1.04~5.58 mg/L,出水TP平均为0.97 mg/L。当聚合氯化铝投加量为15 mg/L时,出水总磷平均值进一步降低至0.30 mg/L,去除率为91.5%,达到了《城镇污水处理厂污染物排放标准》(GB 18918—2002)的一级A标准。 展开更多
关键词 河道污水 缺氧/厌氧/缺氧/工艺 中试 季节性河流
原文传递
氧微纳气泡改性矿物对水体的增氧效果及机理 被引量:5
4
作者 苗肖君 陈俊 +4 位作者 王蕾 吕涛 张美一 毕磊 潘纲 《环境保护科学》 CAS 2019年第6期44-52,共9页
氧微纳气泡改性矿物可改善富营养化引起的水体和表层沉积物的缺氧/厌氧问题,但微纳气泡的生成和增氧机理尚不明确。该研究以天然多孔矿物凹凸棒石和蒙脱石为例,研究了改性矿物的氧微纳气泡释放和对水体的增氧性能,并分析了氧微纳气泡的... 氧微纳气泡改性矿物可改善富营养化引起的水体和表层沉积物的缺氧/厌氧问题,但微纳气泡的生成和增氧机理尚不明确。该研究以天然多孔矿物凹凸棒石和蒙脱石为例,研究了改性矿物的氧微纳气泡释放和对水体的增氧性能,并分析了氧微纳气泡的生成和增氧机理。光学显微镜和NanoSight测试结果表明两种改性矿物均能有效释放微米气泡(约100μm)和纳米气泡(80.0~213.9 nm),凹凸棒石比蒙脱石有更高的氧微纳气泡释放量和气泡固定效率,其释放量为0.12 mg/g,是蒙脱石的4倍。在本实验体系下,改性凹凸棒石和蒙脱石应用24 h可将材料空隙水DO从1.6 mg/L分别升高到7.3和5.6 mg/L;应用72 h可将上覆水DO从1.5 mg/L分别升高到4.6和4.4 mg/L。研究发现材料将氧携带到水体后,表面孔对从材料中脱附的氧起分散作用,进而生成了氧微纳气泡。 展开更多
关键词 微纳气泡 缺氧/厌氧 多孔材料 天然矿物 覆盖 溶解
下载PDF
投加生物填料实现AAO工艺改造的案例分析 被引量:5
5
作者 钱亮 李胜 +3 位作者 贺北平 周律 高静 万硕 《净水技术》 CAS 2017年第1期82-86,共5页
此工程以现有传统AAO脱氮除磷工艺为改造对象,在不新增土地、不新建反应池、不改变主体结构,以及降低对生产运行影响的前提下,发挥现有构筑物的处理能力,在缺氧段和厌氧段引入移动床生物膜反应器(MBBR),延长缺氧段的水力停留时间(HRT),... 此工程以现有传统AAO脱氮除磷工艺为改造对象,在不新增土地、不新建反应池、不改变主体结构,以及降低对生产运行影响的前提下,发挥现有构筑物的处理能力,在缺氧段和厌氧段引入移动床生物膜反应器(MBBR),延长缺氧段的水力停留时间(HRT),实现高效的生物脱氮除磷,同时使用超细格栅降低生物池浮渣量。最终出水总磷含量为0.32 mg/L,总氮含量为8.0 mg/L,悬浮物固体含量(SS)含量约7 mg/L,达到城市污水厂污水一级A排放标准(GB 18918—2002)。 展开更多
关键词 污水处理 悬浮填料 脱氮除磷 改良缺氧/厌氧/好(AAO) 移动床生物膜反应器
下载PDF
气矿钻探废水处理工艺的研究
6
作者 秦春林 《化工管理》 2013年第18期233-233,235,共2页
随着天然气需求量的日益膨胀,气矿钻探废水的处理成为普遍的难题。气矿钻探废水量大,性质复杂且波动性大。研究利用某工业污水处理厂现有设施处理高浓度气矿钻探废水的方案及工艺调节,一方面解决了现阶段大部分气矿废水掺入生活污水厂... 随着天然气需求量的日益膨胀,气矿钻探废水的处理成为普遍的难题。气矿钻探废水量大,性质复杂且波动性大。研究利用某工业污水处理厂现有设施处理高浓度气矿钻探废水的方案及工艺调节,一方面解决了现阶段大部分气矿废水掺入生活污水厂进行稀释排放但污染总量未减少的弊病,另一方面也为其即将投运的水解酸化池的运行提供了宝贵经验。结果表明:利用空置氧化沟作为预处理,并进行化学沉淀深度处理,在每日气矿进水量及处理水量平衡,且保证预处理段池容富余的情况下,可较好的保证出水水质。 展开更多
关键词 气矿废水 缺氧/厌氧预处理 化学沉淀
下载PDF
Enhanced Biological Nutrients Removal in Modified Step-feed Anaerobic/Anoxic/Oxic Process 被引量:17
7
作者 王伟 王淑莹 +2 位作者 彭永臻 张善锋 殷芳芳 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2009年第5期840-848,共9页
In order to enhance phosphorus removal in traditional step-feed anoxic/oxic nitrogen removal process,a modified pilot-scale step-feed anaerobic/anoxic/oxic(SFA 2/O) system was developed,which combined a reactor simila... In order to enhance phosphorus removal in traditional step-feed anoxic/oxic nitrogen removal process,a modified pilot-scale step-feed anaerobic/anoxic/oxic(SFA 2/O) system was developed,which combined a reactor similar to UCT-type configuration and two-stage anoxic/oxic process.The simultaneous nitrogen and phosphorus removal capacities and the potential of denitrifying phosphorus removal,in particular,were investigated with four different feeding patterns using real municipal wastewater.The results showed that the feeding ratios(Q1)in the first stage determined the nutrient removal performance in the SFA 2/O system.The average phosphorus removal efficiency increased from 19.17% to 96.25% as Q1 was gradually increased from run 1 to run 4,but the nitrogen removal efficiency exhibited a different tendency,which attained a maximum 73.61%in run 3 and then decreased to 59.62%in run 4.As a compromise between nitrogen and phosphorus removal,run 3 (Q1=0.45Qtotal) was identified as the optimal and stable case with the maximum anoxic phosphorus uptake rate of 1.58 mg·(g MLSS)-1 ·h-1.The results of batch tests showed that ratio of the anoxic phosphate uptake capacity to the aerobic phosphate uptake capacity increased from 11.96% to 36.85% with the optimal influent feeding ratio to the system in run 3,which demonstrated that the denitrifying polyP accumulating organisms could be accumulated and contributed more to the total phosphorus removal by optimizing the inflow ratio distribution.However,the nitrate recirculation to anoxic zone and influent feeding ratios should be carefully controlled for carbon source saving. 展开更多
关键词 nutrients removal NITROGEN PHOSPHORUS anaerobic/anoxic/oxic STEP-FEED
下载PDF
Waste Activated Sludge Alkaline Fermentation Liquid as Carbon Source for Biological Nutrients Removal in Anaerobic Followed by Alternating Aerobic-Anoxic Sequencing Batch Reactors 被引量:18
8
作者 郑雄 陈银广 刘晨晨 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2010年第3期478-485,共8页
Activated sludge process has been widely used to remove phosphorus and nitrogen from wastewater. However,the nitrogen and phosphorus removal is sometimes unsatisfactory due to the low influent COD.Another problem with... Activated sludge process has been widely used to remove phosphorus and nitrogen from wastewater. However,the nitrogen and phosphorus removal is sometimes unsatisfactory due to the low influent COD.Another problem with the activated sludge process is that large amount of waste activated sludge is produced,which needs further treatment.In this study,the waste activated sludge alkaline fermentation liquid was used as the main carbon source for phosphorus and nitrogen removal under anaerobic followed by alternating aerobic-anoxic conditions,and the results were compared with those using acetic acid as the carbon source.The use of alkaline fermentation liquid not only affected the transformations of phosphorus,nitrogen,intracellular polyhydroxyalkanoates and glycogen, but also led to higher removal efficiencies for phosphorus and nitrogen compared with acetic acid.It was observed that ammonium was completely removed with either alkaline fermentation liquid or acetic acid as the carbon source. However,the former resulted in higher removal efficiencies for phosphorus(95%)and nitrogen(82%),while the latter showed lower ones(87%and 74%,respectively).The presence of a large amount of propionic acid in the alkaline fermentation liquid was one possible reason for its higher phosphorus removal efficiency.Exogenous instead of endogenous denitrification was the main pathway for nitrogen removal with the alkaline fermentation liquid as the carbon source,which was responsible for its higher nitrogen removal efficiency.It seems that the alkaline fermentation liquid can replace acetic acid as the carbon source for phosphorus and nitrogen removal in anaerobic fol- lowed by alternating aerobic-anoxic sequencing batch reactor. 展开更多
关键词 nutrients removal alkaline fermentation liquid waste activated sludge endogenous denitrification carbon source
下载PDF
Sedimentary ladderane core lipids as potential indicators of hypoxia in the East China Sea 被引量:2
9
作者 赵宗山 曹亚俐 +4 位作者 李莉 宋国栋 杨红梅 刘素美 赵美训 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2013年第1期237-244,共8页
Anammox (anaerobic ammonium oxidation) is an important process in many suboxic to anoxic marine environments for converting fixed nitrogen to N2, and has a major impact on the marine nitrogen cycle. Ladderane core l... Anammox (anaerobic ammonium oxidation) is an important process in many suboxic to anoxic marine environments for converting fixed nitrogen to N2, and has a major impact on the marine nitrogen cycle. Ladderane core lipids have been utilized as an indicator of the contribution of anammox to the marine nitrogen cycles. However, such studies have not been reported for the China seas and little is known about the importance of anammox within the nitrogen cycle of these marginal seas. In the research reported here, the ladderane core lipid contents of 17 surface sediment samples from the East China Sea are reported, and their spatial distribution is investigated. C^8-[5]-ladderane FAME, C20-[5]-ladderane FAME and C20-[3]- ladderane FAME have all been detected, suggesting that the anammox bacteria are widely present within the study area. The total contents of the three ladderane lipids (ZFAMEs) range from 24-355 ng/g (weight of dry sediments), with higher contents occurring in the Minzhe Mud Zone and broadly coincident with the spatial distribution of hypoxia. It is suggested that the sedimentary ladderane core lipids are mainly produced in the water column and their sedimentary contents can be used as indicators of water column hypoxia. 展开更多
关键词 ANAMMOX ladderane core lipid HYPOXIA East China Sea water column
下载PDF
Denitrification and Dephosphatation by Anaerobic/Anoxic Sequencing Batch Reactor 被引量:4
10
作者 彭永臻 李勇智 +1 位作者 王淑莹 王亚宜 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2004年第6期877-880,共4页
Removal of denitrifying phosphorus was verified in a laboratory anaerobic/anoxic sequencing batch reactor (A/A SBR). The results obtained demonstrated that the anaerobic/anoxic strategy can enrich the growth of denitr... Removal of denitrifying phosphorus was verified in a laboratory anaerobic/anoxic sequencing batch reactor (A/A SBR). The results obtained demonstrated that the anaerobic/anoxic strategy can enrich the growth of denitrifying phosphorus removing bacteria (DPB) and take up phosphate under anoxic condition by using nitrate as the electron acceptor. The phosphorus removal efficiency was higher than 90% and the effluent phosphate concentration was lower than 1 mg·L-1 after the A/A SBR was operated in a steady-state. When the chemical oxygen demand(COD) of influent was lower than 180mg· L-1, the more COD in the influent was, the higher efficiency of phosphorus removal could be attained under anoxic condition. However, simultaneous presence of carbon and nitrate would be detrimental to denitrifying phosphorus removal. Result of influence of sludge retention time (SRT) on denitrifying phosphorus removal suggested that the decrease of SRT caused a washout of DPB and consequently the enhanced biological phosphorus removal decreased with 8 days SRT. When the SRT was restored to 16 days, however, the efficiency of phosphorus removal was higher than 90%. 展开更多
关键词 denitrifying phosphorus removal anoxic phosphorus uptake biologicalphosphorus removal denitrifying phosphorus removing bacteria
下载PDF
Biological Nutrient Removal in a Full Scale Anoxic/Anaerobic/Aerobic/ Pre-anoxic-MBR Plant for Low C/N Ratio Municipal Wastewater Treatment 被引量:8
11
作者 胡香 谢丽 +2 位作者 SHIM Hojae 张善发 杨殿海 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2014年第4期447-454,共8页
A novel full scale modified A2O (anoxic/anaerobic/aerobic/pre-anoxic)-membrane bioreactor (MBR) plant combined with the step feed strategy was operated to improve the biological nutrient removal (BNR) from low C... A novel full scale modified A2O (anoxic/anaerobic/aerobic/pre-anoxic)-membrane bioreactor (MBR) plant combined with the step feed strategy was operated to improve the biological nutrient removal (BNR) from low C/N ratio municipal wastewater in Southern China. Transformation of organic carbon, nitrogen and phosphorus, and membrane fouling were investigated. Experimental results for over four months demonstrated good efficiencies for chemical oxygen demand (COD) and NH4^+-N removal, with average values higher than 84.5%and 98.1%, re-spectively. A relatively higher total nitrogen (TN) removal efficiency (52.1%) was also obtained at low C/N ratio of 3.82, contributed by the configuration modification (anoxic zone before anaerobic zone) and the step feed with a distribution ratio of 1:1. Addition of sodium acetate into the anoxic zone as the external carbon source, with a theoretical amount of 31.3 mg COD per liter in influent, enhanced denitrification and the TN removal efficiency in-creased to 74.9%. Moreover, the total phosphate (TP) removal efficiency increased by 18.0%. It is suggested that the external carbon source is needed to improve the BNR performance in treating low C/N ratio municipal waste-water in the modified A^2O-MBR process. 展开更多
关键词 biological nutrient removal low C/N ratio wastewater membrane bioreactor DENITRIFICATION external carbon source
下载PDF
Factors affecting biological denitrifying dephosphatation in anaerobic/anoxic/aerobic sequencing batch reactor
12
作者 林燕 王欣泽 +2 位作者 袁林江 王志盈 孔海南 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2007年第4期465-469,共5页
This study was conducted to verify and discuss the denitrifying dephosphatation under different levels of nitrate concentration and retention time of anoxic/aerobic process in a Sequencing Batch Reactor (SBR). The res... This study was conducted to verify and discuss the denitrifying dephosphatation under different levels of nitrate concentration and retention time of anoxic/aerobic process in a Sequencing Batch Reactor (SBR). The results of tests demonstrated that there were two kinds of phosphorus-accumulating organisms (PAOs) in the biological excess phosphorus removal (BEPR) system. One was non-DNPAOs that could only use oxygen as terminal electron acceptors, the other was denitrifying PAOs (DNPAOs) that could use both nitrate and oxygen as terminal electron acceptors. Phosphorus uptake efficiency could be attained under anoxic period ranging from 28.7%-96.7% in an anaerobic/anoxic/aerobic system. Experimental results showed that nitrate concentration and retention time of anoxic/aerobic process were the key factors affecting the course of denitrifying dephosphatation. 展开更多
关键词 biological wastewater treatment denitrifying dephosphatation biological phosphorus removal sequencing batch reactor
下载PDF
两级UASB-SBR处理高氨氮垃圾渗滤液的快速启动及稳定运行 被引量:4
13
作者 孙洪伟 彭永臻 +4 位作者 时晓宁 王淑莹 张树军 杨庆 陈莹 《环境科学》 EI CAS CSCD 北大核心 2009年第6期1681-1688,共8页
在严格控制试验条件的基础上,首次采用缺氧/厌氧UASB-SBR生化系统处理高氨氮垃圾渗滤液.结果表明,经过5个阶段(116 d)的连续运行,获得了稳定的工艺性能.在进水COD为1 237.2-12 596.8 mg/L的条件下,出水COD稳定在108.4-528.26 mg/L;在... 在严格控制试验条件的基础上,首次采用缺氧/厌氧UASB-SBR生化系统处理高氨氮垃圾渗滤液.结果表明,经过5个阶段(116 d)的连续运行,获得了稳定的工艺性能.在进水COD为1 237.2-12 596.8 mg/L的条件下,出水COD稳定在108.4-528.26 mg/L;在进水NH4+-N为155.8-1 298.0 mg/L的条件下,出水NH4+-N稳定在0.12-4.1 mg/L,实现了有机物及氨氮的深度去除.SBR采用硝化出水回流的运行方式,对原水既有一定的稀释作用,又可使富含NOx--N的硝化液借助原水中丰富的有机碳源在缺氧UASB内进行反硝化,实现生物脱氮及降解有机物的双重目的.缺氧UASB1、厌氧UASB2和SBR反应器的OLRmax(以COD计)分别为13、2.09、2.14 kg/(m3.d).UASB1、UASB2和SBR的OLR与相应的OLRrem均呈现较好的线性关系.SBR的NLR(以氮计)与NLRrem也呈现较好线性相关.此外,3个反应器的OLR与去除率(η)呈二次相关.另外,SBR实现了氨氮的真正去除.整个试验过程中,SBR反应器在室温下运行,硝化阶段溶解氧低于1.0 mg/L,进水温度从20.7℃逐渐降低至10.3℃,SBR的硝化率和反硝化率始终维持在98.5%和97.7%以上,实现了深度脱氮. 展开更多
关键词 垃圾渗滤液 高氨氮 深度脱氮 缺氧/厌氧UASB SBR 启动 低溶解
原文传递
基于数学模型的倒置AAO系统阶跃响应特性分析
14
作者 陈广 安莹 周振 《中国给水排水》 CAS CSCD 北大核心 2019年第5期88-93,共6页
采用活性污泥数学模型和阶跃响应分析方法从幅度(相对灵敏度)和动力学(响应时间)两方面开展了缺氧/厌氧/好氧(倒置AAO)工艺的特性分析,以筛选灵敏度高、响应速度快的操作变量,用以指导工艺运行优化。结果表明,进水流量(Q_f)、剩余污泥... 采用活性污泥数学模型和阶跃响应分析方法从幅度(相对灵敏度)和动力学(响应时间)两方面开展了缺氧/厌氧/好氧(倒置AAO)工艺的特性分析,以筛选灵敏度高、响应速度快的操作变量,用以指导工艺运行优化。结果表明,进水流量(Q_f)、剩余污泥排放量(WAS)、污泥回流比(RAS)和混合液回流比(MLR)对出水水质的灵敏度较高。硝化作用对WAS和RAS变化最为敏感;溶解氧(DO)浓度则适合于出水氨氮浓度的快速调整; RAS、MLR和WAS对出水总氮和总磷浓度均有显著影响;而进水分配比对出水污染物浓度和功能性微生物含量影响不大。 展开更多
关键词 缺氧/厌氧/好工艺 数学模型 污水处理 阶跃响应 灵敏度分析
原文传递
改进型潜流湿地净化农村地区生活污水效果分析
15
作者 胡秀琳 甄素荣 +3 位作者 于占成 战楠 黄炳彬 赵立新 《北京水务》 2017年第3期23-26,34,共5页
基于潜流湿地结构特征和技术特点,借鉴A/O工艺污水净化原理,进行结构优化,构建改进型潜流湿地系统,并对其净化农村生活污水效果进行了试验研究。重点探讨基质层优化配置、多级湿地单元优化组合等条件对水质净化强化效果,同时考察水温对... 基于潜流湿地结构特征和技术特点,借鉴A/O工艺污水净化原理,进行结构优化,构建改进型潜流湿地系统,并对其净化农村生活污水效果进行了试验研究。重点探讨基质层优化配置、多级湿地单元优化组合等条件对水质净化强化效果,同时考察水温对湿地系统净水效果的影响。结果表明:在水力负荷0.1 m3/(m2·d),CODCr、NH4+-N、TN和TP污染负荷分别为13.9、2.48、3.74和0.28 g/(m2·d)条件下,人工湿地系统对上述污染物去除率分别达到72.76%、76.29%、59.34%和89.39%,出水基本可满足DB 11/307-2013《北京市水污染物排放标准》中新建村庄生活污水处理站排入地表水体污染物排放限值中的B标准(CODCr≤40mg/L、TN≤15 mg/L、NH4+-N≤5(8)mg/L及TP≤0.4 mg/L)。 展开更多
关键词 改进型潜流湿地 生活污水 基质层 缺氧/厌氧-好 水温
原文传递
Inspirations from the scientific discovery of the anammox bacteria: A classic example of how scientific principles can guide discovery and development
16
作者 DANG Hong Yue HUANG Rong Fang JIAO Nian Zhi 《Science China Earth Sciences》 SCIE EI CAS CSCD 2016年第3期449-455,共7页
Anaerobic ammonium oxidation(anammox) is a relatively new pathway within the N cycle discovered in the late 1990 s. This eminent discovery not only modified the classical theory of biological metabolism and matter cyc... Anaerobic ammonium oxidation(anammox) is a relatively new pathway within the N cycle discovered in the late 1990 s. This eminent discovery not only modified the classical theory of biological metabolism and matter cycling, but also profoundly influenced our understanding of the energy sources for life. A new member of chemolithoautotrophic microorganisms capable of carbon fixation was found in the vast deep dark ocean. If the discovery of the chemosynthetic ecosystems in the deep-sea hydrothermal vent environments once challenged the old dogma "all living things depend on the sun for growth," the discovery of anammox bacteria that are widespread in anoxic environments fortifies the victory over this dogma. Anammox bacteria catalyze the oxidization of NH_4^+ by using NO_2^- as the terminal electron acceptor to produce N_2. Similar to the denitrifying microorganisms, anammox bacteria play a biogeochemical role of inorganic N removal from the environment. However, unlike heterotrophic denitrifying bacteria, anammox bacteria are chemolithoautotrophs that can generate transmembrane proton motive force, synthesize ATP molecules and further carry out CO_2 fixation through metabolic energy harvested from the anammox process. Although anammox bacteria and the subsequently found ammonia-oxidizing archaea(AOA), another very important group of N cycling microorganisms are both chemolithoautotrophs, AOA use ammonia rather than ammonium as the electron donor and O_2 as the terminal electron acceptor in their energy metabolism. Therefore, the ecological process of AOA mainly takes place in oxic seawater and sediments, while anammox bacteria are widely distributed in anoxic water and sediments, and even in some typical extreme marine environments such as the deep-sea hydrothermal vents and methane seeps. Studies have shown that the anammox process may be responsible for 30%–70% N_2 production in the ocean. In environmental engineering related to nitrogenous wastewater treatment, anammox provides a new technology with low energy consumption, low cost, and high efficiency that can achieve energy saving and emission reduction. However, the discovery of anammox bacteria is actually a hard-won achievement. Early in the 1960 s, the possibility of the anammox biogeochemical process was predicted to exist according to some marine geochemical data. Then in the 1970 s, the existence of anammox bacteria was further predicted via chemical reaction thermodynamic calculations. However, these microorganisms were not found in subsequent decades. What hindered the discovery of anammox bacteria, an important N cycling microbial group widespread in hypoxic and anoxic environments? What are the factors that finally led to their discovery? What are the inspirations that the analyses of these questions can bring to scientific research? This review article will analyze and elucidate the above questions by presenting the fundamental physiological and ecological characteristics of the marine anammox bacteria and the principles of scientific research. 展开更多
关键词 Anaerobic ammonium oxidation Marine nitrogen cycle Chemolithoautotrophy Wastewater treatment Scientific inspiration
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部