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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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深床滤池内过滤与反洗过程流动规律研究
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作者 何明哲 王江云 +4 位作者 林宇 王庆宏 陈春茂 孙渤 褚宏枫 《石油学报(石油加工)》 北大核心 2026年第2期507-518,共12页
采用多孔介质与欧拉-欧拉模型对小型深床滤池内过滤与反洗过程中的气-液-固三相流动规律进行模拟计算,考察了采用S型滤砖的深床滤池装置内,不同过滤工况与压降、过滤速度的关系以及不同反洗阶段和反洗强度对反洗效果的影响规律。结果表... 采用多孔介质与欧拉-欧拉模型对小型深床滤池内过滤与反洗过程中的气-液-固三相流动规律进行模拟计算,考察了采用S型滤砖的深床滤池装置内,不同过滤工况与压降、过滤速度的关系以及不同反洗阶段和反洗强度对反洗效果的影响规律。结果表明:当进水体积流量1.0~1.5 m^(3)/h、石英砂滤层平均粒径1 mm和孔隙率0.412时,过滤压降范围为99~150 Pa,过滤速度范围为1.70×10^(-4)~2.65×10^(-4) m/s,且均与进水体积流量呈线性关系;当进水体积流量1.5 m^(3)/h、石英砂滤层平均粒径1 mm和孔隙率0.100~0.412时,过滤压降模拟值符合欧根经验公式,过滤速度无明显改变;单独水洗时,表观水洗强度在4~10 L/(m^(2)·s)范围内均满足气-水联合反洗的水洗要求。当水洗强度4 L/(m^(2)·s)、气洗强度12~14 L/(m^(2)·s)时,满足气-水联合反洗的反洗效果和滤料层的稳定性。 展开更多
关键词 S型滤砖 深床滤池 反洗强度 过滤工况 计算流体力学(CFD) 数值模拟
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高速公路湿地段生态滤床施工成本控制与优化措施研究
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作者 王晓亮 《辽宁省交通高等专科学校学报》 2026年第1期85-88,共4页
针对高速公路湿地段面临的严峻生态保护要求与成本控制压力,通过绥满高速公路海拉尔至满洲里段调整工程,系统分析生态滤床施工的关键技术及成本构成,并提出针对性的优化措施。通过研究地基处理与防渗、填料层级配及管道布设系统集成三... 针对高速公路湿地段面临的严峻生态保护要求与成本控制压力,通过绥满高速公路海拉尔至满洲里段调整工程,系统分析生态滤床施工的关键技术及成本构成,并提出针对性的优化措施。通过研究地基处理与防渗、填料层级配及管道布设系统集成三项关键技术,将技术实施与成本分析相结合,从材料、人工、机械三个维度量化施工成本,并提出基于本地化采购--标准化施工流程和机械设备精细调度的成本优化方案。研究表明,优化后材料成本降低6.41%、人工成本节约8.80%、机械使用成本降低11%,研究结果可为类似高寒湿地环境下高速公路生态防护工程的成本精细化管理提供实践参考。 展开更多
关键词 高速公路 生态滤床 成本控制 施工技术 优化措施
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锰质催化膜陶粒膨胀床滤池除铊中试及工程示范
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作者 邹康兵 陆少鸣 +3 位作者 漆文光 匡科 杨立 郭雨璇 《中国给水排水》 北大核心 2026年第5期35-40,共6页
基于负载锰质催化膜陶粒膨胀床滤池(EBF)工艺,构建了规模为1 m^(3)/h的农村井水除铊处理系统,并开展中试研究。结果表明,除铊关键因素是高锰酸钾投加量和促生新生态二氧化锰催化效果,除铊方式是新生态二氧化锰表面络合羟基与Tl(Ⅰ)进行... 基于负载锰质催化膜陶粒膨胀床滤池(EBF)工艺,构建了规模为1 m^(3)/h的农村井水除铊处理系统,并开展中试研究。结果表明,除铊关键因素是高锰酸钾投加量和促生新生态二氧化锰催化效果,除铊方式是新生态二氧化锰表面络合羟基与Tl(Ⅰ)进行离子交换,再通过陶粒表面锰质催化膜吸附新生态二氧化锰实现对铊的去除。基于中试在广东省某村建立了规模为120 m^(3)/d的井水除铊示范工程,在历时3年运行中,当进水Tl(Ⅰ)浓度为0.23~0.52μg/L、高锰酸钾投加量为0.35~0.50 mg/L时,出水铊浓度为0.01~0.06μg/L,达标率为100%。该除铊系统具有出水水质稳定、无二次污染、无需再生、无人值守以及运行费用低等优点,有效解决了农村饮用井水除铊难题。 展开更多
关键词 饮用水处理 陶粒膨胀床滤池 高锰酸钾 新生态二氧化锰 锰质催化膜
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公园城市理念下大型地下式污水处理厂设计及实践
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作者 廖竞萌 王国冬 +3 位作者 莫华荣 刘雪 刘丹丹 刘荣 《中国给水排水》 北大核心 2026年第6期76-82,共7页
华阳净水厂处理规模18万m^(3)/d,为全地下式污水处理厂。污水处理采用“预处理+多模式A2O生化池+高密度沉淀池+反硝化深床滤池”工艺;除臭采用“生物原位减量+生物滤池+活性炭吸附”组合工艺。同时,为避免臭气外逸,厂区上部公园仅设置... 华阳净水厂处理规模18万m^(3)/d,为全地下式污水处理厂。污水处理采用“预处理+多模式A2O生化池+高密度沉淀池+反硝化深床滤池”工艺;除臭采用“生物原位减量+生物滤池+活性炭吸附”组合工艺。同时,为避免臭气外逸,厂区上部公园仅设置进风井,地下空间换气全部集中后进行有组织排放。项目投运以来,出水水质稳定达到《四川省岷江、沱江流域水污染物排放标准》(DB51/2311—2016),厂界臭气污染物指标均满足《城镇污水处理厂污染物排放标准》(GB 18918—2002)一级标准,厂界噪声控制在50 dB(A)以内。 展开更多
关键词 地下式污水处理厂 公园城市理念 多模式A2O工艺 反硝化深床滤池 除臭 降噪
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淮南市某污水处理厂深度处理工艺段技改实例及要点探讨
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作者 徐亦寒 《广东化工》 2026年第4期103-106,共4页
介绍了淮南市某污水处理厂深度处理工艺段技改案例及改造后的运行效果。该工程通过在不改变现状深度处理构筑物土建结构的条件下,将混合反应池和V型滤池分别改造为磁混凝高效沉淀池和反硝化深床滤池,优化了深度处理工艺段,污水厂总磷和... 介绍了淮南市某污水处理厂深度处理工艺段技改案例及改造后的运行效果。该工程通过在不改变现状深度处理构筑物土建结构的条件下,将混合反应池和V型滤池分别改造为磁混凝高效沉淀池和反硝化深床滤池,优化了深度处理工艺段,污水厂总磷和总氮去除率分别达到62.9%和97.1%,提高污水厂抗冲击负荷,出水水质稳定达标。 展开更多
关键词 污水处理厂 深度处理 技改工程 磁混凝高效沉淀 反硝化深床滤池
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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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移动床气固分离技术研究进展 被引量:1
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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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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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