期刊文献+
共找到15篇文章
< 1 >
每页显示 20 50 100
微污染水源水生物硝化处理影响因素 被引量:1
1
作者 徐瑛 《工业安全与环保》 2002年第6期20-22,共3页
通过对目前世界上规模最大的微污染水源水生物接触氧化处理工程运行过程中氨氮去除效果的跟踪监测 ,较系统地对影响硝化处理效果的环境温度、源水氨氮浓度、两类硝化细菌生长速率和转化能力的差异等因素进行了实验研究 。
关键词 微污染水源 水生物硝化处理 硝化作用 接触氧化 生物处理 污水处理
下载PDF
知识和数据驱动的污水处理反硝化脱氮过程协同优化控制
2
作者 韩红桂 王玉爽 +2 位作者 刘峥 孙浩源 乔俊飞 《自动化学报》 EI CAS CSCD 北大核心 2024年第6期1221-1233,共13页
为有效提升城市污水处理过程的脱氮效果,提出一种知识和数据驱动的反硝化脱氮过程协同优化控制(Knowledge-data-driven cooperative optimal control,KDDCOC).所提方法主要有以下两个方面:首先,建立一种基于自适应知识核函数的协同优化... 为有效提升城市污水处理过程的脱氮效果,提出一种知识和数据驱动的反硝化脱氮过程协同优化控制(Knowledge-data-driven cooperative optimal control,KDDCOC).所提方法主要有以下两个方面:首先,建立一种基于自适应知识核函数的协同优化控制目标模型,动态描述出水水质(Effluent quality,EQ)以及泵送能耗(Pumping energy consumption,PE)、关键变量的协同关系;其次,提出一种知识引导的协同优化算法(Knowledge guide-based cooperative optimization algorithm,KGCO),快速准确求解硝态氮(Nitrate nitrogen,SNO)优化设定值,提高KDDCOC的响应速度.KDDCOC利用比例−积分−微分(Proportional-integral-derivative,PID)控制器对硝态氮优化设定值进行跟踪,将提出的KDDCOC应用于城市污水处理过程基准仿真模型1号(Benchmark simulation model No.1,BSM1),实验结果表明,该方法能够提高出水水质,降低运行能耗,有效改善脱氮效果. 展开更多
关键词 污水处理硝化脱氮过程 知识和数据驱动 协同优化控制 自适应知识核函数 知识引导的协同优化算法
下载PDF
部分硝化-厌氧氨氧化反应器处理养猪场废水的模拟试验研究 被引量:9
3
作者 陈亚坤 陈繁荣 李翔宇 《水处理技术》 CAS CSCD 北大核心 2013年第9期104-108,共5页
采用部分硝化一厌氧氨氧化工艺处理高污染负荷的养猪场废水,经过39d的静态培养以及141d的动态培养,成功启动厌氧氨氧化工艺,其COD去除率为平均76.30%、最高为90.42%;TN去除率平均为63.43%、最高达到71.03%;平均TN去除负荷... 采用部分硝化一厌氧氨氧化工艺处理高污染负荷的养猪场废水,经过39d的静态培养以及141d的动态培养,成功启动厌氧氨氧化工艺,其COD去除率为平均76.30%、最高为90.42%;TN去除率平均为63.43%、最高达到71.03%;平均TN去除负荷为0.11keC(m^3·d)、最高为0.43keC(m^3·d)。试验结果表明,在高污染负荷条件下,部分硝化阶段,DO和prt对亚硝化作用有较大影响,当为亚硝化反应器出水DO的质量浓度在0.4-0.6mg/L、pH在7.2~7.5时效果最佳;厌氧氨氧化阶段,当进水中COD低于350mg/L、进氨氮的质量浓度低于376.2mg/L时,厌氧氨氧化反应才不会受到抑制。 展开更多
关键词 养猪场废水 硝化处理 厌氧氨氧化
下载PDF
鲁奇工艺煤气化冷凝废水处理工程实例 被引量:11
4
作者 李海松 董亚勇 王敏 《工业用水与废水》 CAS 2014年第4期68-70,共3页
采用水解酸化-IMC/BioDopp-接触氧化-沉淀-气浮-氧化消毒组合工艺处理鲁奇工艺煤气化冷凝废水。工艺具有生化性强,CODCr、NH3-N等去除率高,排泥少等优点。工程运行结果表明,在进水CODCr、BOD5、NH3-N、总酚、石油类、氰化物的质量浓度... 采用水解酸化-IMC/BioDopp-接触氧化-沉淀-气浮-氧化消毒组合工艺处理鲁奇工艺煤气化冷凝废水。工艺具有生化性强,CODCr、NH3-N等去除率高,排泥少等优点。工程运行结果表明,在进水CODCr、BOD5、NH3-N、总酚、石油类、氰化物的质量浓度分别为4 536、1 235、256、1 160、219、13 mg/L,色度为255倍时,对应出水分别为35、9、3.5、0.5、6、0.4 mg/L、49倍,出水水质达到GB 8978—1996《污水综合排放标准》中一级排放标准的要求。 展开更多
关键词 鲁奇工艺 煤气化废水 间歇多段短程反硝化处理技术 生物倍增污水处理技术
下载PDF
IMC工艺在煤气化废水处理中的应用 被引量:1
5
作者 郭学会 董亚勇 任晓杰 《河南科技》 2014年第8期21-22,共2页
煤气化废水是一种高油分、高氨氮、高毒性的典型工业有机废水。通过气浮、水解、酸化等方法加强废水的预处理,然后采用以IMC为主体以及接触氧化池进行生化处理,最后经沉淀、消毒处理后排放。工程实践表明:该工艺运行稳定,出水水质符合GB... 煤气化废水是一种高油分、高氨氮、高毒性的典型工业有机废水。通过气浮、水解、酸化等方法加强废水的预处理,然后采用以IMC为主体以及接触氧化池进行生化处理,最后经沉淀、消毒处理后排放。工程实践表明:该工艺运行稳定,出水水质符合GB8978—1996《污水综合排放标准》中二类污染物的一级排放标准。 展开更多
关键词 煤气化废水 间歇多段短程反硝化处理技术 生物接触氧化
下载PDF
矿石中铁含量检测方法研究 被引量:1
6
作者 李杰阳 《云南冶金》 2021年第2期75-81,共7页
采用重铬酸钾滴定法对矿石中全铁含量进行测定,对该方法中的各种条件进行优选,并对样品中干扰元素铜、钨、锑进行了试验。经酸分解硝化处理后生成三氯化铁,不作干扰元素分离,直接用三氯化钛把三价铁还原成二价铁,在酸度为(1~3)mol/L的硫... 采用重铬酸钾滴定法对矿石中全铁含量进行测定,对该方法中的各种条件进行优选,并对样品中干扰元素铜、钨、锑进行了试验。经酸分解硝化处理后生成三氯化铁,不作干扰元素分离,直接用三氯化钛把三价铁还原成二价铁,在酸度为(1~3)mol/L的硫-磷混合酸介质中,以二苯胺磺酸钠作指示剂,立即用重铬酸钾标准滴定溶液进行测试。选取当地7个不同铁含量的试样,用本方法测试的相对标准偏差RSD(n=11)均小于1.0%,样品加标回收率为98.4%~102%,干扰元素分离与不分离分析结果一致,满足某单位矿物中全铁含量在0.50%及以上的测定。 展开更多
关键词 重铬酸钾滴定法 全铁含量 酸分解 硝化处理
下载PDF
Nitrous Oxide Production in a Sequence Batch Reactor Wastewater Treatment System Using Synthetic Wastewater 被引量:5
7
作者 MAO Jian JIANG Xiao-Qin +4 位作者 YANG Lin-Zhang ZHANG Jian QIAO Qing-Yun HE Chen-Da YIN Shi-Xue 《Pedosphere》 SCIE CAS CSCD 2006年第4期451-456,共6页
The rate of nitrous oxide emission from a laboratory sequence batch reactor (SBR) wastewater treatment system using synthetic wastewater was measured under controlled conditions. The SBR was operated in the mode of ... The rate of nitrous oxide emission from a laboratory sequence batch reactor (SBR) wastewater treatment system using synthetic wastewater was measured under controlled conditions. The SBR was operated in the mode of 4 h for aeration, 3.5 h for stirring without aeration, 0.5 h for settling and drainage, and 4 h of idle. The sludge was acclimated by running the system to achieve a stable running state as chemical oxygen demand, NO2^-, NO3^-, NH4^+, pH, and N2O. indicated by rhythmic changes of total N, dissolved oxygen, Under the present experimental conditions measured nitrous oxide emitted from the off-gas in the aerobic and anaerobic phases, respectively, accounted for 8.6%-16.1% and 0-0.05% of N removed, indicating that the aerobic phase was the main source of N2O emission from the system. N2O dissolved in discharged water was considerable in term of concentration. Thus, measures to be developed for the purpose of reducing N2O emission from the system should be effective in the aeration phase. 展开更多
关键词 DENITRIFICATION NITRIFICATION nitrous oxide sequence batch reactor wastewater treatment system
下载PDF
Isolation and Characteristics of New Heterotrophic Nitrifying Bacteria 被引量:1
8
作者 苏俊峰 马放 +4 位作者 王弘宇 郭静波 候宁 李维国 魏利 《Journal of Donghua University(English Edition)》 EI CAS 2007年第4期546-549,553,共5页
The study presented the method for isolating the heterotrophic nitrifiers and the characterization of heterotrophic nitrification. When influent Ammonia nitrogen concentration was 42. 78 - 73. 62 mg/L. The average amm... The study presented the method for isolating the heterotrophic nitrifiers and the characterization of heterotrophic nitrification. When influent Ammonia nitrogen concentration was 42. 78 - 73. 62 mg/L. The average ammonia nitrogen removal rate was 81.32% from the bioceramics reactor. Sodium acetate and ammonium chloride were used as carbon and nitrogen source. The COD removal rates by microorganisms of strain wgy21 and wgy36 were 56.1% and 45.45%, respectively. The TN removal rates by microorganisms of strain wgy21 and wgy36 were 65.85% and 67. 98%, respectively. At the same time, the concentration of ammonium nitrogen was with the removal rates of 75.25% and 84.96%, and it also had the function of producing NO2 - N. Sodium acetate and sodium nitrite were used as carbon and nitrogen source. Through the 12 days of the aerobic culture, the COD femoral rates by microorganisms of strain wgy21 and wgy36 were 29.25% and 22.08%, respectively. NO2 -N concentration decreased slowly. Comparison, similarity of wgy21 and many Acinetobacter sp. ≥99%, similarity of wgy36 and many Acinetobacter sp. ≥99%. Refer to routine physiologicalbiochemical characteristic determination, further evidences showed that wgy21 and wgy36 belong to Acinetobacter sp., respectively. 展开更多
关键词 bio-ceramic reactor isolation and identification heterotrophic nitrification nitrifying characteristic
下载PDF
Nitrification-denitrification via nitrite pathway in biological treatment of hypersaline wastewater
9
作者 祝贵兵 彭永臻 +1 位作者 孟祥胜 于德爽 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2008年第6期822-825,共4页
Pilot-scale studies on biological treatment of hypersaline wastewater at low temperature were conducted and results showed that seawater salinity had a strong negative effect on notrouomonas and nitrobaeter growth, bu... Pilot-scale studies on biological treatment of hypersaline wastewater at low temperature were conducted and results showed that seawater salinity had a strong negative effect on notrouomonas and nitrobaeter growth, but much more on the nitrobaeter. The nitrification action was mainly accomplished by nitrosomonas. Bench-scale experiments using two SBRs were carried out for further investigation under different conditions of salinities, ammonia loadings and temperatures. Biological nitrogen removal via nitrite pathway from wastewater containing 30 percent seawater was achieved, but the ammonia removal efficiency was strongly related not only to the influent ammonia loading at different salinities but also to temperatures. When the ratio of seawater to wastewater was 30 percent, and the ammonia loading was below the critical value of 0. 15 kgNH4 ^+ -N/( kgMLSS · d) , the ammonia removal efficiency via nitrite pathway was above 90 %. The critical level of ammonia loading was 0. 15, 0. 08 and 0. 03 kgNH4 ^+ -N/( kgMLSS · d) respectively at different temperatures of 30℃, 25℃ and 20℃ when the influent ammonia concentration was 60 - 80 mg/L and pH was 7.5 - 8.0. 展开更多
关键词 flushing lavatory with seawater hypersaline wastewater biological nitrogen removal nitrificationdenitrification via nitrite pathway bench-scale studies
下载PDF
Nitrate Removal from Drinking Water with Sodium Citrate as Sole Carbon Source
10
作者 闫博 赵林 谭欣 《Transactions of Tianjin University》 EI CAS 2005年第1期22-25,共4页
This paper investigates the effect of using sodium citrate(NaC6H5O6·2H2O)as sole carbon source for nitrate removal from drinking water.With sodium citrate as sole carbon source, batch experiments have been cond... This paper investigates the effect of using sodium citrate(NaC6H5O6·2H2O)as sole carbon source for nitrate removal from drinking water.With sodium citrate as sole carbon source, batch experiments have been conducted to study the law of denitrification influenced by pH, C/N and temperature. Results show that a denitrification rate reaching 1.32 g NO-3-N /(g Biomass·d) was obtained when pH was at 7.5,C/N at 1.7(atom ratio), and temperature from 20 ℃ to 30 ℃. The results also show that denitrification rate with sodium citrate as carbon source approaches to that with methanol as carbon source. 展开更多
关键词 carbon source DENITRIFICATION NITRATE sodium citrate
下载PDF
Isolation and Characterization of Heterotrophic Nitrifying Strain W1 被引量:5
11
作者 吕永康 王荀 +2 位作者 刘博凯 刘玉香 杨晓华 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2012年第5期995-1002,共8页
In a high concentration substrate medium, a heterotrophic bacterium with high removal efficiency of ammonium, named W1, was isolated from activated sludge of coking wastewater treatment facility. The bacterium was Gra... In a high concentration substrate medium, a heterotrophic bacterium with high removal efficiency of ammonium, named W1, was isolated from activated sludge of coking wastewater treatment facility. The bacterium was Gram-negative, rod-shaped, and identified preliminarily as Alcaligenes sp. according to its morphological and physiological properties and its 16S rRNA gene sequence analysis. In the high concentration ammonium medium (400 mg·L 1 4 NH -N), the effects of C source, N source, C/N ratio and initial pH of medium on ammonium removal were investigated in order to determine the optimal condition for strain W1. The maximum ammonium removal was around 95% in 4 days in an improved medium. The production of N 2 gas was examined in a closed system that was full of pure oxygen at the beginning. N 2 gas was detected in the system after 4 days of cultivation, which further testified that strain W1 has heterotrophic nitrification and aerobic denitrification abilities simultaneously. 展开更多
关键词 heterotrophic nitrification aerobic de-nitrification high concentration ammonium Alcaligenes sp.
下载PDF
Advanced purification of filtered water by aerobic IBAC
12
作者 马放 秦松岩 +1 位作者 黄鹏 单羿 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2007年第1期29-32,共4页
Conventional water purified processes have low removal efficiencies for low concentrations of ammonia nitrogen, nitrite nitrogen and micro-pollutants. The efficiency and mechanisms of a novel immobilized biological ac... Conventional water purified processes have low removal efficiencies for low concentrations of ammonia nitrogen, nitrite nitrogen and micro-pollutants. The efficiency and mechanisms of a novel immobilized biological activated carbon (IBAC) process to remove those pollutants from treated potable water was investigated. Operated at a hydraulic retention time of 24 minutes, the IBAC process achieved ammonia nitrogen, nitrite nitrogen and organic micro-pollutants (measured as COD equivalent) removal efficiencies of 95%, 96% and 37%, respectively. A GC/MS analysis of the organic micro-pollutants revealed that the initial 24 organic compounds in the in-coming water were reduced to 7 after the IBAC treatment. The organic micro-pollutant removal efficiency decreased with decreasing in-coming concentrations. Pollutant reduction in the IBAC process was achieved by a rapid physical adsorption on the activated carbon, which effectively retained the pollutants in the system despite the short hydraulic retention time, followed by a slower biological enzymatic degradation of the pollutants. 展开更多
关键词 Dongjiang river IBAC GAC ammonia and nitrite nitrogen removal
下载PDF
Factors affecting biological denitrifying dephosphatation in anaerobic/anoxic/aerobic sequencing batch reactor
13
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
Treatment of O-nitro-phenol Wastewater with Magnetization-Enhanced Oxidation by NaCIO Solution
14
作者 P. Zhang X.G. Liu L. Zhong 《Journal of Environmental Science and Engineering》 2010年第10期31-34,共4页
O-nitro-phenol wastewater which contains refractory organic matters can not be degraded by conventional biological methods. In this work, o-nitro-phenol wastewater was effectively treated using magnetization-enhanced ... O-nitro-phenol wastewater which contains refractory organic matters can not be degraded by conventional biological methods. In this work, o-nitro-phenol wastewater was effectively treated using magnetization-enhanced oxidation by NaCIO solutions. The pollutant concentrations in wastewater were 250 mg/L o-nitro-phenol, 2,000 mg/L CODcr and 150 times color. The experimental results show that, using the method in this work, 94.4% o-nitro-phenol, 94.2% CODCr and 100% color can be removed at pH 6, 200 mg charcoal, 8 mL oxidizer, 5 min reaction time in 1000 mL wastewater. The treatment can be enhanced under magnetic field. CODCr and o-nitro-phenol removal can keep unchanged while the reaction time can be reduced to 3 min when the intensity of magnetic field was 60 mT. 展开更多
关键词 Magnetization oxidation O-nitro-phenol NaCIO
下载PDF
Nitrification Performance in Lab Scale Biological Treatment System: Effect of Flow Rates
15
作者 A.L. Ahmad N.R. Sajuni V.M. Vadivelu 《Journal of Environmental Science and Engineering》 2011年第6期700-707,共8页
Lab scale biological treatment system was constructed from acrylic and operated using synthetic wastewater to evaluate the nitrification performance using different media. The media used for were Ceramic Ring A (CRA... Lab scale biological treatment system was constructed from acrylic and operated using synthetic wastewater to evaluate the nitrification performance using different media. The media used for were Ceramic Ring A (CRA), Ceramic Ring B (CRB), Japanese Filter Mat (JFM), and Filter Wool (FW). Laboratory studies were conducted, in order to evaluate the nitrification performance of different media types, at different synthetic wastewater flow rates, ranging from 0.03 to 0.045 m3/hr. The results from experiments suggest that at higher water flow rates, there was a decrease in nitrification for all media types. Based on the ammonia and nitrite removal rates, FW media gave the optimum nitrification, of up to 0.46 g/m2/day and 0.09 g/m2/day, respectively. Besides, in this study, the surface texture of the media is the main factor that affected the volumetric ammonia and nitrite conversion rates (VTR and VNR). JFM gave the greatest VTR and VNR performance, compared with the other media 展开更多
关键词 Biological treatment synthetic wastewater NITRIFICATION MEDIA flow rates
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部