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Research on Purification of Domestic Sewage by Artificially Strengthened Ecological Filter Bed in North China
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作者 Yue SHEN 《Asian Agricultural Research》 2013年第9期85-87,共3页
Artificially strengthened filter bed is an innovative wastewater treatment technology based on the coupling of eco-contact oxidation filters and artificial wetlands purification mechanism.By small scale laboratory equ... Artificially strengthened filter bed is an innovative wastewater treatment technology based on the coupling of eco-contact oxidation filters and artificial wetlands purification mechanism.By small scale laboratory equipment,the effects of cascade aeration,filter type,filter clogging and other ecological factors on the operation effect of artificial filter bed were studied.As indicated by the results,the pretreatment of cascade aeration had obvious effect and could satisfy the oxygen requirements of artificially strengthened ecological filter bed.Through the analysis on the purification results of volcanic and gravel filter,the effluent quality of volcanic filter was better than that of gravel filter.With the advantages of low operations costs and good effluent quality,the artificially strengthened ecological filter bed has great value to be popularized in North China. 展开更多
关键词 Artificially STRENGTHENED ECOLOGICAL filter bed Se
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Experimental Study on a New Dual-Layer Granular Bed Filter for Removing Particulates 被引量:8
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作者 YANG Guo-hua ZHOU Jiang-hua 《Journal of China University of Mining and Technology》 EI 2007年第2期201-204,共4页
A new dual-layer granular bed filter for hot gas cleanup was invented and studied experimentally. Fine sand,0.5-1 mm grain size and about 1350 kg/m3 bulk density,was used as the lower layer of the filter. Expanded per... A new dual-layer granular bed filter for hot gas cleanup was invented and studied experimentally. Fine sand,0.5-1 mm grain size and about 1350 kg/m3 bulk density,was used as the lower layer of the filter. Expanded perlite par-ticles,2-5 mm grain size and about 70 kg/m3 bulk density,was used for the upper layer of the filter in this study. It was confirmed that the sizes and densities of these two media matched well; the binary media remained in complete segre-gation during regeneration by fluidization. Test results show that the filtration of the expanded perlite particle layer was characterized as "deep bed filtration." Filtration of the fine sand layer was "surface cake filtration." The expanded per-lite particle layer contributed about 90% to the bed dust capacity,but only about 20% to the total bed pressure drop,which increased the bed dust capacity ten fold compared to a single-layer bed of the same sand and the same total bed pressure drop. The dust cake on the surface of the fine sand layer raised the collection efficiencies to over 99.99%. 展开更多
关键词 FILTRATION granular bed filter PARTICULATE
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Study on an Integrated Sintered Metal Screen Moving Granular Bed Filter 被引量:2
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作者 吴晋沪 王洋 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2004年第3期458-462,共5页
A new gas clean-up process called 'integrated sintered metal screen moving granular bed' (ISMSMGB) for the integrated gasification combined cycle (IGCC) and pressured fluidized bed combustion (PFBC) was develo... A new gas clean-up process called 'integrated sintered metal screen moving granular bed' (ISMSMGB) for the integrated gasification combined cycle (IGCC) and pressured fluidized bed combustion (PFBC) was developed on the basis of a sintered metal candle filter and a cross-flow moving granular bed filter. This is a combination of the surface and deep bed filtering processes. A set of facilities was established and a series of cold model tests were carried out. The dust removal efficiency and the pressure drop of the filter were measured and analyzed. The results show that this process features the advantages of the moving bed for high capacity as well as high inlet dust load and the surface filter for high efficiency. Meanwhile, the granules moving downward cleans the cake on the screen surface, so that the system is operated at steady state. 展开更多
关键词 gas clean-up INTEGRATED moving granular bed filter sintered metal screen
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广州南沙新区某高标准污水处理厂设计案例
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作者 赖楠 翟林 王银生 《科技创新与应用》 2026年第1期116-119,共4页
南沙新区某污水处理厂设计规模为3.0×10^(4)m^(3)/d,出水标准执行国标GB 3838—2002《地表水环境质量标准》V类水标准和国标GB 18918—2002《城镇污水处理厂污染物排放标准》一级A标准的较严值(TN≤15 mg/L除外),污泥出厂含水率降... 南沙新区某污水处理厂设计规模为3.0×10^(4)m^(3)/d,出水标准执行国标GB 3838—2002《地表水环境质量标准》V类水标准和国标GB 18918—2002《城镇污水处理厂污染物排放标准》一级A标准的较严值(TN≤15 mg/L除外),污泥出厂含水率降低至40%。该污水厂主体工艺采用改良CASS工艺,深度处理采用高效沉淀池+反硝化深床滤池工艺,消毒方式采用接触消毒,消毒药剂采用次氯酸钠,污泥干化均采用污泥浓缩+低温真空脱水干化工艺。建成后1年的运行情况表明,工程运行良好,出水水质稳定达标,主要指标优于国标GB 3838—2002IV类水标准,同时污泥实现减量化。 展开更多
关键词 污水处理厂 反硝化深床滤池 低温真空脱水干化一体机 高标准 改良CASS工艺
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Effect of media heights on the performance of biological aerated filter 被引量:6
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作者 HUYong-you WANGLi-li 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2005年第2期281-284,共4页
The optimum media height of carbon oxidation and nitrification in a down-flow biological aerated filter was determined, and the distribution of the heterotrophic and nitrifying populations through studying the changes... The optimum media height of carbon oxidation and nitrification in a down-flow biological aerated filter was determined, and the distribution of the heterotrophic and nitrifying populations through studying the changes of organic carbon contents and ammonia concentration at different media height was got. The results showed that as a down flow BAF with granular media, the active layer of nitrifiers was deeper than heterotrophs in BAF. And the optimum media height for the removal of SS, COD Cr and NH + 4-N was 40 cm,60 cm and 80 cm respectively. The removal efficiency of SS, COD Cr and NH + 4-N was 79.1%, 63.9% and 96.4% respectively under the influent COD Cr and NH + 4-N of 122.1 mgCOD Cr /L and 14.84 mgNH + 4-N/L, the influent flux of 15.8 L/h, air to liquid ratio of 3∶1. 展开更多
关键词 biological aerated filter bed material height sewage treatment
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Collecting aerosol in airflow with a magnetically stabilized fluidized bed 被引量:3
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作者 Gui, KT Zhang, H +1 位作者 Shi, MH Xu, YQ 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2001年第4期497-501,共5页
A magnetically stabilized fluidized bed (MSB) is a highly efficient filter that takes the advantage of both fluidized beds and fixed beds. This paper presents the research to collect aerosol in airflow with a MSB. The... A magnetically stabilized fluidized bed (MSB) is a highly efficient filter that takes the advantage of both fluidized beds and fixed beds. This paper presents the research to collect aerosol in airflow with a MSB. The filtering model of MSB is established with its parameters including magnetic Geld intensity, gas superficial velocity, average grain-size, and bed height on the collection efficiency of MSB. The model is verified by experiments. 展开更多
关键词 magnetically stabilized fluidized bed filtering model collection efficiency
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Performance of biotrickling filters packed with structured or cubic polyurethane sponges for VOC removal 被引量:11
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作者 Chunping Yang Guanlong Yu +3 位作者 Guangming Zeng Haining Yang Fayuan Chen Congying Jin 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2011年第8期1325-1333,共9页
Two identical bench-scale biotrickling filters (BTFs), BTF 1 and BTF 2, were evaluated for toluene removal at various gas empty bed contact times (EBCTs) and organic loadings. BTF 1 and BTF 2 were packed with stru... Two identical bench-scale biotrickling filters (BTFs), BTF 1 and BTF 2, were evaluated for toluene removal at various gas empty bed contact times (EBCTs) and organic loadings. BTF 1 and BTF 2 were packed with structured and cubic synthetic polyurethane sponges, respectively. At a constant toluene loading of 16 g/(m3.hr), toluene removal efficiencies decreased from 98.8% to 64.3% for BTF 1 and from 98.4% to 74.1% for BTF 2 as gas EBCT decreased from 30 to 5 sec. When the toluene loading increased from 35 to 140 g/(m3.hr) at a gas EBCT of 30 sec, the removal efficiencies decreased from 99.1% to 77.4% for BTF 1 and from 99.0% to 81.5% for BTF 2. The pressure drop for both BTFs increased with increased air flow rate, and did not significantly vary while the toluene loading was increased under similar operation conditions. BTF 1 and BTF 2 could start up successfully within 19 and 27 days, respectively, when packed with fresh sponge media, and the performances could be restored in 3-7 days after biomass was removed and wasted from the media. BTF 2 displayed higher removal efficiency even under shorter EBCT or higher loading rate than BTF1 when other operation conditions were similar, while it showed lower pressure drop than BTF 1 during the whole period of operation. These results demonstrated that both BTFs could treat waste gas containing toluene effectively. 展开更多
关键词 BIOFILTRATION biotrickling filter elimination capacity empty bed contact time SPONGE volatile organic compound
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Effect of the Design Parameters on the Performance of Inner-Recycling Continuous Sand Filter
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作者 陈志强 温沁雪 吕炳南 《Journal of Donghua University(English Edition)》 EI CAS 2002年第3期40-44,共5页
A novel integrated water treatment facility, inner-recycling continuous sand filter, is discussed. The theory of micro-flocculation is applied in the sand-washing circulation system with continuous filtration and back... A novel integrated water treatment facility, inner-recycling continuous sand filter, is discussed. The theory of micro-flocculation is applied in the sand-washing circulation system with continuous filtration and backwashing. The design and operation parameters, which affect the performance of the filter, are discussed. The key design parameters are provided as follows: diameter of filter material is 0.7 to 1.0 mm, depth of filter bed is 0.6 m, filtration velocity is less than 12 m/h, ratio of gas to water is 9:11 and sand recycling rate is 2 to 4 mm/min. 展开更多
关键词 Internal RECYCLING CONTINUOUS SAND filter filter design parameters micro-flocculation size of filter material thickness of filter bed filtering velocity ratio of gas to water sand RECYCLING rate.
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A joint high-resolution processing method and its application for thin inter-beds 被引量:7
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作者 Liu Zhiwei Wang Yanchun 《Petroleum Science》 SCIE CAS CSCD 2013年第2期195-204,共10页
Seismic processing characterizing thickness and borders of thin inter-beds has gradually evolved fi'om post-stack migration to pre-stack migration, and the latter considers both vertical and lateral resolutions. As t... Seismic processing characterizing thickness and borders of thin inter-beds has gradually evolved fi'om post-stack migration to pre-stack migration, and the latter considers both vertical and lateral resolutions. As the key processing methods for improving vertical and lateral resolution, conventional deconvolution and pre-stack time migration (PSTM) are not simply dominated by the estimation and compression of the wavelet because of its instability. Therefbre, considering the variations of wavelet frequency belbre, during and alter PSTM can obtain good common reflection point (CRP) gathers and imaging profiles of thin inter-beds. Based on the frequency characteristics of the wavelet before, during and after PSTM, a joint high-resolution processing method for thin inter-beds is proposed in this paper, including inverse Q filtering for high-frequency compensation before PSTM, optimum weighting Kirchhoff PSTM for preserving high-frequencies during PSTM, and wavelet harmonizer deconvolution tier consistent processing and frequency-band broadening after PSTM. An application to real data characterized by mudstone beds in the Oriente Basin proved that the joint high-resolution processing method is effective for determining the thickness and borders of thin inter-beds and is favorable for subsequent reservoir prediction and seismic inversions. 展开更多
关键词 Thin inter-bed seismic wavelet inverse Q filtering optimum weight function harmonizerdeconvolution
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滤纸片干血斑在HIV-1 BED-CEIA新发感染检测方法中的应用 被引量:1
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作者 王娇 《口岸卫生控制》 2023年第3期42-46,共5页
目的探讨在HIV-1 BED-CEIA新发感染检测中应用滤纸片干血斑的价值。方法研究纳入22个艾滋病自愿咨询检测(VCT)中心10226名咨询者血浆及干血斑样本作为目标实施HIV抗体检测,对通过免疫印迹法(WB)明确诊断为350例HIV感染患者的血浆样本及... 目的探讨在HIV-1 BED-CEIA新发感染检测中应用滤纸片干血斑的价值。方法研究纳入22个艾滋病自愿咨询检测(VCT)中心10226名咨询者血浆及干血斑样本作为目标实施HIV抗体检测,对通过免疫印迹法(WB)明确诊断为350例HIV感染患者的血浆样本及干血斑样本需同时实施BED-CEIA检测,观察滤纸片干血斑在HIV-1 BED-CEIA新发感染检测方法中稳定性、重复性,对两种样本检测结果存在的差异性进行对比。结果在HIV-1 BED-CEIA新发感染检测中应用滤纸片干血斑稳定性、重复性较高,重复性R^(2)值可高达0.9551。350例HIV感染患者样本检测结果中,其中295例患者样本被同时评估为长期感染,53例患者样本被同时评估为新近感染,两种样本对HIV BED-CEIA新发感染评估判定结果呈一致性(R^(2)值=0.95),一致性为99.42%。血浆样本及干血斑样本得到不同结果,样本An值均处于临界值附近(P<0.05)。结论在HIV-1 BED-CEIA新发感染检测中应用滤纸片干血斑的价值较高,检测结果稳定性、重复性较好,虽然部分样本检测结果存在一定的差异,但与血浆样本检测结果两者之间存在较佳的等效性,可广泛应用于临床HIV-1 BED-CEIA新近感染检测中。 展开更多
关键词 人类免疫缺陷病毒 滤纸片干血斑 新发感染 bed捕获酶联免疫法
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西北某城镇污水处理厂提标改造实例
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作者 尹博涵 黄宁俊 +3 位作者 王社平 张日霞 王继斌 王怡 《工业用水与废水》 2025年第3期92-95,100,共5页
西北某城镇污水处理厂设计规模为10×10^(4)m^(3)/d,生物处理采用卡鲁塞尔氧化沟工艺,现状出水水质执行GB 18918—2002《城镇污水处理厂污染物排放标准》中的一级A标准,提标后要求达到地表水准Ⅳ类水质要求。针对实际运行进水水质... 西北某城镇污水处理厂设计规模为10×10^(4)m^(3)/d,生物处理采用卡鲁塞尔氧化沟工艺,现状出水水质执行GB 18918—2002《城镇污水处理厂污染物排放标准》中的一级A标准,提标后要求达到地表水准Ⅳ类水质要求。针对实际运行进水水质与原设计水质存在偏差、现状氧化沟停留时间较短、无有效化学除磷设施及现状纤维转盘滤池运行不稳定的问题,确定采用扩容一期氧化沟、新建高密度沉淀池和反硝化深床滤池的提标改造工艺方案。运行结果表明,提标改造后污水处理厂运行稳定,出水水质达到设计要求。 展开更多
关键词 城镇污水 污水处理厂 脱氮除磷 提标改造 氧化沟 高密度沉淀池 反硝化深床滤池
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污水处理厂硫自养反硝化滤池脱氮中试 被引量:1
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作者 贠丹丹 梁硕 +6 位作者 王陆军 周晓杨 黄国帅 王飞宇 李雅倩 陈天虎 邹雪华 《中国给水排水》 北大核心 2025年第15期109-115,共7页
为推进污水处理减污降碳协同增效,以反硝化深床滤池为模型,建立3格总处理量为1 000 m^(3)/d的硫自养反硝化脱氮中试装置,分别填充3种主流硫自养脱氮滤料,比较其对市政污水水质的适应性和污染物去除效果,并进行微生物多样性分析,以揭示... 为推进污水处理减污降碳协同增效,以反硝化深床滤池为模型,建立3格总处理量为1 000 m^(3)/d的硫自养反硝化脱氮中试装置,分别填充3种主流硫自养脱氮滤料,比较其对市政污水水质的适应性和污染物去除效果,并进行微生物多样性分析,以揭示总氮去除机理。结果表明,在水力停留时间(HRT)为20 min(接近异养反硝化脱氮)时,填充硫含量为67%、酸溶物含量为10%、不规则颗粒滤料的滤池出水TN稳定达标,最大硝酸盐氮脱除效率为1.275 kg/(m^(3)·d)。各滤料表面微生物群落总体上具有相似性,脱氮以硫自养反硝化为主,同时存在异养反硝化、铁自养反硝化,但滤料成分及结构差异造成不同微生物代谢环境。反硝化深床滤池及滤料适用于市政污水厂水质,不增加占地,药剂费用比异养反硝化脱氮节省约37.5%。 展开更多
关键词 污水处理厂 硫自养脱氮 反硝化深床滤池 市政污水
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Methodology for Evaluating and Monitoring of Waterworks Performance Efficiency—Part 2: Test of Filterability
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作者 Frantisek Hereit Pavel Polasek 《Advances in Chemical Engineering and Science》 2014年第4期470-482,共13页
The effectiveness of deep-bed filtration with respect to suspension formed during the preceding processes is evaluated by the test of filterability. The properties and concentration of the suspension being filtered ar... The effectiveness of deep-bed filtration with respect to suspension formed during the preceding processes is evaluated by the test of filterability. The properties and concentration of the suspension being filtered are affected by the efficiency of the preceding aggregation and separation processes. The basic principles of the test of filterability are based on the mechanistic model of filtration. The equations in the mathematical model of the mechanistic conception of filtration are derived from the theory of filtration. The arrangement of the pilot filtration plant for the determination of filterability of flocculent suspension is presented in this paper. The test of filterability is carried out with a thin-layer filter element. The design of a filter element arrangement and its installation are also disclosed in this paper. The inter-dependence of the coefficient of filtration efficiency on the specific volume of intercepted suspensions, filter media grain sizes and different filtration velocities are graphically presented. In addition, the effect of the filter bed clogging resulting from the properties of different suspensions on the head loss generated, the length of filtration cycle and quality of filtrate produced are also shown in this paper. 展开更多
关键词 Deep-bed FILTRATION MECHANISTIC Model of FILTRATION TEST of filterABILITY FILTRATION Element Length of FILTRATION Cycle
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南沙新区某污水厂AAO氧化沟工艺不停产提标扩容改造 被引量:1
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作者 卢双 翟林 +2 位作者 吴利军 赖楠 王宗舞 《水处理技术》 北大核心 2025年第3期152-156,共5页
南沙新区某污水处理厂一期规模2.0×10^(4)m^(3)/d,采用AAO氧化沟工艺,出水执行《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级A标准和《广东省地方标准水污染物排放限值》(DB 44/26-2001)第二时段一级标准中的两者较严值,... 南沙新区某污水处理厂一期规模2.0×10^(4)m^(3)/d,采用AAO氧化沟工艺,出水执行《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级A标准和《广东省地方标准水污染物排放限值》(DB 44/26-2001)第二时段一级标准中的两者较严值,污泥出厂含水率80%。二期提标扩容工程采用改良AAO工艺,并在原工艺基础上新增高效沉淀池+反硝化深床滤池深度处理工艺,采用次氯酸钠消毒,出水标准提高至《地表水环境质量标准》(GB3838-2002)V类水标准和《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级A标准中的两者较严值(ρ(TN)≤10 mg/L除外)。污泥干化均采用污泥浓缩+污泥低温干化(冷凝除湿)工艺,污泥出厂含水率降低至40%,二期提标扩容工程将总处理规模提高至6.0×10^(4)m^(3)/d。建成后1年的运行结果表明:提标扩容改造工程运行良好,出水水质稳定达标,主要指标优于《地表水环境质量标准》(GB 3838-2002)Ⅲ类水标准,同时实现污泥减量化。 展开更多
关键词 不停产改造 提标扩容 反硝化深床滤池 污泥干化 V类水标准
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硫自养反硝化滤池冬季低温脱氮中试 被引量:2
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作者 梁硕 贠丹丹 +5 位作者 王艳芝 付民 谢瑞瑞 古丽米热·阿山 王飞宇 李思敏 《中国给水排水》 北大核心 2025年第3期14-21,共8页
硫自养反硝化(SAD)滤池作为异养反硝化(HD)滤池的替代工艺,在深度脱氮处理中备受关注。然而,SAD滤池现缺乏详实工程数据积累,导致工程设计参数缺乏和运行管理经验不足。在邯郸西污水处理厂开展了处理能力为1000 m^(3)/d的SAD滤池中试研... 硫自养反硝化(SAD)滤池作为异养反硝化(HD)滤池的替代工艺,在深度脱氮处理中备受关注。然而,SAD滤池现缺乏详实工程数据积累,导致工程设计参数缺乏和运行管理经验不足。在邯郸西污水处理厂开展了处理能力为1000 m^(3)/d的SAD滤池中试研究,考察了在最不利水温(15.1℃)及不同进水负荷下的脱氮效果,旨在评估SAD滤池对污水处理厂二级出水的脱氮性能。结果显示,SAD滤池出水NO_(3)^(-)-N浓度降至5 mg/L,总氮去除率达到80.7%,显示出优异的脱氮效果,且抗冲击能力较强。SAD滤池中优势菌种为Sulfurimonas和Thiobacillus,与HD滤池中优势菌种存在显著差异。经济性分析表明,SAD滤池相比HD滤池节省约37.9%的药剂费用。总之,SAD滤池在不增加占地的情况下,提供了一个高效、经济的污水深度脱氮解决方案。 展开更多
关键词 硫自养反硝化 异养反硝化 反硝化深床滤池 污水处理厂二级出水 低温 微生物群落
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基于卡尔曼滤波的推移质颗粒运动轨迹跟踪算法研究 被引量:1
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作者 刘鑫 邓敬宏 肖毅 《泥沙研究》 北大核心 2025年第5期42-49,共8页
针对传统图像跟踪算法在捕捉推移质多颗粒动态运动过程中精度不足的问题,提出了一种基于卡尔曼滤波的运动轨迹跟踪算法。开展了5组不同水流强度的推移质颗粒运动概化水槽试验,结果表明:在试验水流强度范围内(0.012~0.02),改进算法运动... 针对传统图像跟踪算法在捕捉推移质多颗粒动态运动过程中精度不足的问题,提出了一种基于卡尔曼滤波的运动轨迹跟踪算法。开展了5组不同水流强度的推移质颗粒运动概化水槽试验,结果表明:在试验水流强度范围内(0.012~0.02),改进算法运动轨迹识别率可达100%,在运动颗粒坐标识别的相对误差较传统法下降70%,离散系数较传统法下降66%;推移质颗粒的瞬时速度总体呈现出“加速-减速-加速”交替周期性趋势,并伴有显著的局部波动;随着水流强度的增大,推移质颗粒的运动轨迹逐渐由曲折变得平滑,颗粒的流向脉动强度显著增大,横向脉动强度则增幅不明显。 展开更多
关键词 推移质 卡尔曼滤波 颗粒识别 运动轨迹 水流强度 脉动强度
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移动床气固分离技术研究进展
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作者 吕涵 卢春喜 +3 位作者 范怡平 陈莹 秦康 吴昊 《过程工程学报》 北大核心 2025年第8期761-774,共14页
发展高效气体净化技术,不仅有利于空气质量改善,还有助于实现节能降碳目标,同时对后续工艺单元起到保护作用。随着企业对节能工作的重视程度日益加深,在烟气净化技术的选择上,能耗偏高且可能带来二次污染的湿法烟气净化逐渐面临挑战,而... 发展高效气体净化技术,不仅有利于空气质量改善,还有助于实现节能降碳目标,同时对后续工艺单元起到保护作用。随着企业对节能工作的重视程度日益加深,在烟气净化技术的选择上,能耗偏高且可能带来二次污染的湿法烟气净化逐渐面临挑战,而更为节能环保的干法烟气净化技术则亟待发展。移动床过滤器凭借其在高温气体净化中展现出的高效率和低能耗特点,被认为是烟气干法净化的关键技术之一。本工作对移动床过滤技术在高温气体净化领域的应用的研究进展与工程实践进行了全面综述。首先,分类介绍了移动床过滤器的基本结构及其相适应的应用场景;其次,深入且细致地分析了不同类型移动床过滤器的过滤机制和特点,包括顺流式、逆流式、错流式及组合式等移动床过滤器。再次,对移动床过滤器在工业应用中的实践价值进行了探讨,结合实际工业场景,阐述了其带来的经济效益和环境效益;最后,针对未来的研究方向和应用前景进行了展望,为该技术的进一步发展提供了思路和方向。 展开更多
关键词 移动床过滤器 气固分离 高温气体净化 捕集效率 压降
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污水处理厂提标改造工艺设计与应用 被引量:1
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作者 陈娜 《广东土木与建筑》 2025年第2期100-103,共4页
为保护和改善水环境,梅州市某污水厂需进行提标改造。通过对水厂现状工艺、实际运行水质等进行分析,研究对比提标改造方案,提出采用“高效沉淀池+反硝化深床滤池”的提标改造思路并在实际工程中应用。表明此深度处理工艺应用在污水厂提... 为保护和改善水环境,梅州市某污水厂需进行提标改造。通过对水厂现状工艺、实际运行水质等进行分析,研究对比提标改造方案,提出采用“高效沉淀池+反硝化深床滤池”的提标改造思路并在实际工程中应用。表明此深度处理工艺应用在污水厂提标改造中是可行的,可提高脱氮除磷处理效率,经过多年实际运行数据证明,该工艺运行稳定,出水水质完全能够达到一级A标准。 展开更多
关键词 污水厂 提标改造 高效沉淀池 反硝化深床滤池
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移动床颗粒除尘装置卸料系统的优化与改造 被引量:1
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作者 张仕学 《煤化工》 2025年第3期72-74,共3页
为实现移动床颗粒除尘技术的工业化应用,有效解决荒煤气中气、尘、油分离的问题,酒钢集团甘肃宏汇能源化工有限公司进行了移动床颗粒除尘技术应用研究。在成功改造干馏3^(#)生产线的基础上,对后续4条生产线实施了技术改造,并对单体试车... 为实现移动床颗粒除尘技术的工业化应用,有效解决荒煤气中气、尘、油分离的问题,酒钢集团甘肃宏汇能源化工有限公司进行了移动床颗粒除尘技术应用研究。在成功改造干馏3^(#)生产线的基础上,对后续4条生产线实施了技术改造,并对单体试车过程中颗粒床卸料装置出现的电机与减速机无法带动拨料装置、拨料盘弯曲变形、传动轴断裂、传动轴与齿轮之间滚键现象等问题进行了分析,提出相应的解决方法,确保整个装置的稳定顺行。 展开更多
关键词 移动床颗粒除尘装置 滤料 卸料装置 改造
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反硝化深床滤池+臭氧催化氧化+活性炭吸附滤池工艺用于城镇污水厂提标改造 被引量:1
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作者 李婧 郭蔚汐 张帆 《工程建设与设计》 2025年第5期116-119,共4页
滦平县第二污水处理厂处理规模为6.0×10^(4)m^(3)/d,原水为工业废水和市政污水(占比1.8∶1),出水执行GB 18918—2002《城镇污水处理厂污染物排放标准》一级A排放限值,提标后出水执行DB11/890—2012《城镇污水处理厂水污染物排放标... 滦平县第二污水处理厂处理规模为6.0×10^(4)m^(3)/d,原水为工业废水和市政污水(占比1.8∶1),出水执行GB 18918—2002《城镇污水处理厂污染物排放标准》一级A排放限值,提标后出水执行DB11/890—2012《城镇污水处理厂水污染物排放标准》A类标准。通过对现状出水(提标厂进水)和提标后出水水质要求进行对比,确定CODCr、TN为重点控制指标。针对本项目CODCr和总氮去除要求高的特点,处理工艺选用臭氧催化氧化和反硝化深床滤池,通过向池中投加臭氧和碳源降低污水中的有机污染物和总氮。后续工艺选用技术成熟的活性炭吸附滤池,进一步去除污水中的污染物。运行结果显示,各项指标稳定达标,说明提标工艺采用“反硝化深床滤池+臭氧催化氧化池+活性炭吸附滤池”处理该类污水是适宜的。 展开更多
关键词 反硝化深床滤池 臭氧催化氧化 活性炭吸附滤池 城镇污水
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