高酸气田井站火炬冷放空过程模拟分析

通过对硫化氢气体在复杂地形下的扩散过程进行数值模拟分析,得出井站在不同风向下有毒气体的可能影响范围,提出将可能影响范围与事故应急预案相结合,实现事故状态下的应急处置。     

城市排水管道中硫化氢产气原因及影响因素分析

管道内的硫化氢气体可以引起管道腐蚀、恶臭、危害人体及动植物健康。硫化氢生成是一个物理、化学、生物作用的综合过程,其中有多种复杂反应交替进行。本文论述了城市污水管道中硫化氢的产生原因,包括参与反应的细菌及主要的反应过程。分析了影响管道内污水硫化氢产生的影响因素,对于工业、管道系统中生成的硫化氢产量的控制,可以通过控制这些反应的反应条件及反应物质来实现。     

炼油企业储罐排放气综合治理及回收技术

描述了炼油企业储罐逸散废气恶臭污染常用处理技术,如吸附法、碱吸收法、氧化法等,进而介绍了中国石化抚顺石油化工研究院开发的新型技术——低温油品吸收法,可使储罐废气中硫化物排放减少到1mg／m3以下,烃类物质90％以上达到回收。     

Nanoparticles in mitigating gaseous emissions from liquid dairy manure stored under anaerobic condition

A number of mitigation techniques exist to reduce the emissions of pollutant gases and greenhouse gases(GHGs) from anaerobic storage of livestock manure. Nanoparticle(NP)application is a promising mitigating treatment option for pollutant gases, but limited research is available on the mode of NP application and their effectiveness in gaseous emission reduction. In this study, zinc silica nanogel(ZnSNL), copper silica nanogel(CuSNL), and N-acetyl cysteine(NACL) coated zinc oxide quantum dot(Qdot) NPs were compared to a control lacking NPs. All three NPs tested significantly reduced gas production and concentrations compared to non-treated manure. Overall, cumulative gas volumes were reduced by 92.73%–95.83%, and concentrations reduced by 48.98%–99.75% for H_2S, and 20.24%–99.82% for GHGs. Thus, application of NPs is a potential treatment option for mitigating pollutant and GHG emissions from anaerobically stored manure.     

Evaluation of alternative landfill cover soils for attenuating hydrogen sulfide from construction and demolition (C&D) debris landfills

Hydrogen sulfide (H(2)S) generated from C&D debris landfills has emerged as a major environmental concern due to odor problems and possible health impacts to landfill employees and surrounding residents. Research was performed to evaluate the performance of various cover materials as control measures for H(2)S emissions from C&D debris landfills. Twelve laboratory-scale simulated landfill columns containing gypsum drywall were operated under anaerobic conditions to promote H(2)S production. Five different cover materials were placed on top of the waste inside duplicate columns: (1) sandy soil, (2) sandy soil amended with lime, (3) clayey soil, (4) fine concrete (particle size less than 2.5 cm), and (5) coarse concrete (particle size greater than 2.5 cm). No cover was placed on two of the columns, which were used as controls. H(2)S concentrations measured from the middle of the waste layer ranged from 50,000 to 150,000 ppm. The different cover materials demonstrated varying H(2)S removal efficiencies. The sandy soil amended with lime and the fine concrete were the most effective for the control of H(2)S emissions. Both materials exhibited reduction efficiencies greater than 99%. The clayey and sandy soils exhibited lower reduction efficiencies, with average removal efficiencies of 65% and 30%, respectively. The coarse concrete was found to be the least efficient material as a result of its large particle size.     

凹凸棒石粘土脱硫剂脱除硫化氢实验研究

采用凹凸棒石脱硫剂在常温常压下脱除高浓度硫化氢(H2S),研究了凹凸棒石含量、活性组分含量和焙烧温度等因素在脱除H 2S中对脱硫效率和硫容量的影响.实验结果表明,以凹凸棒石为主原料、添加20%～30%(质量分数)的活性组分后,对高浓度低流速的H2S具有较高的脱除效率和较大的硫容量.     

催化湿式氧化处理高含硫废水的研究

利用催化湿式氧化法对一高含硫废水的处理效果进行了系统的研究。筛选出适合处理该种废水的WH型合金催化剂 ,并在此催化剂上考察了反应温度、压力、空速以及气水比 (体积 )等工艺条件对废水处理效果的影响 ,同时考察了废水在催化湿式氧化反应处理前后可生化性的变化。在 2 6 5℃、7.0MPa、空速 =1.0h- 1 、气 H2 O(体积 ) =2 0 0条件下 ,废水COD去除率可达到 77.1%。经过催化湿式氧化处理后 ,废水的BOD5 CODCr值显著提高 ,其值由 0 .0 16提高至 0 .6 4 ,可生化性良好     

低浓度硫化氢废气的液相催化氧化法净化实验研究

针对H2S浓度为750～1500 mg/m^3的气体的液相催化氧化技术进行了动力学实验研究.配制了以铁基离子作为主催化剂的复合吸收净化溶液,同时加入稳定剂和表面活性剂提高催化剂在碱性吸收溶液的活性.分别考察了原料气中H2S、O2含量以及吸收液中催化剂离子浓度、温度等因素对吸收速率的影响;确定了较为理想的吸收操作条件并获得了较好的吸收净化效果;饱和吸收液易于再生,净化性能恢复良好,可重复使用.     

生物催化氧化法脱除H2S的填料选择研究

针对H2S污染的严峻形势,构建了包括催化再生装置和生物滴滤器的生物催化氧化装置,进行了装置的填料选择研究.经对比试验得出填料脱硫性能的优劣顺序为:沸石＞焦炭＞多面空心塑料小球.在温度为30 ℃、进气量为0.25 m3/h、进气H2S为2 000 mg/m3、喷淋量为1 000 mL/h、喷淋液的pH为1.97、Fe3 为0.05 mol/L的条件下,装填沸石的生物催化氧化装置的出气H2S浓度足以达到<恶臭污染物排放标准>(GB 14554-93)规定的一级厂界标准值.试验证明,生物催化氧化法是有效的新型脱除H2S技术,具有良好的经济、社会及环境效益,应进一步开展中试研究.     

改进型生物滴滤塔处理H2S臭气的最适工艺条件研究

以H2S气体为研究对象,考察改进型生物滴滤塔的脱臭效能、最适工艺运行条件及其影响因素.试验结果表明,循环液喷淋量为10 L/s,气体流量为400 L/s的情况下,最高H2S负荷率可以达到68.2 g/m3·h;最适气体停留时间68.4 s.当入口H2S浓度分别为0～700 mg/m3、700～1000 mg/m3和大于1000 mg/m3时,对应的最适循环液喷淋量为10 L/s、15 L/s和60 L/s.H2S去除率100%的情况下,最大允许进气浓度可达1870 mg/m3,即最大H2S负荷率为98.4 g/m3·h.该研究表明,改进型生物滴滤塔具有较高的H2S去除能力,最适工艺运行条件的确定对污水厂臭气和化工行业产生的H2S处理具有一定的指导意义.