柴油挥发行为的研究

对柴油进行了在玻璃表面皿上和在土壤中的挥发实验研究。在玻璃表面皿的挥发实验中,进行了30℃条件下柴油与90^#汽油、煤油及沙特原油挥发的对比实验。实验结果表明,柴油和煤油的挥发量与挥发时间呈指数关系,而90^#汽油与沙特原油的挥发量与挥发时间呈对数关系。柴油在土壤中的挥发实验表明,土壤质地、土壤的含水量及柴油浓度都影响柴油的挥发量。土壤中的柴油污染物有一种向上运动的所谓“灯芯”作用,适度的土壤含水量会促进“灯芯”作用,而过高的含水量则抑制其发生。     

SBAR中同步脱氮好氧颗粒污泥的菌种特性

采用气提式内循环间歇反应器进行好氧颗粒污泥培养,用分批培养法对好氧颗粒污泥中具有脱氮作用的菌种进行分离纯化.对各菌种进行了鉴别,通过培养过程中对氧气条件的控制,考察了各菌种反硝化生长特性和需氧性.结果表明,好氧颗粒污泥纯化培养可得到异养硝化-好氧反硝化菌以及兼性亚硝化菌和硝化菌,分离得到的反硝化菌在有氧反硝化条件下能够生长,因此好氧颗粒污泥中微生物具有多样性和较强的适应性,从侧面体现出好氧颗粒污泥微观结构的复杂性.     

人工湿地基质微生物状况与净化效果相关分析

利用混菌法和稀释法,测定了不同植物以及无植物潜流水平湿地基质中微生物的数量.结果表明:不同植物湿地基质中微生物的数量差异不显著,有植物和无植物湿地的差别不明显;湿地基质中不同空间位置的微生物数量各不相同,一般上层多于下层;在湿地运行条件相对稳定的情况下,湿地基质中会逐渐形成数量和活性比较稳定的生物群落.分析了人工湿地基质中微生物数量与污水净化效果的关系.结果表明:微生物数量与BOD₅及TN的去除有显著的相关性,说明微生物的作用是去除它们的重要途径;基质微生物数量与TP的去除率相关性不明显.测定了湿地基质硝化速率,其硝化能力与亚硝化细菌的数量呈显著相关.      

改性半焦脱除烟气中SO2的研究

对内蒙工业副产褐煤半焦（比表面积49.187m^2／g,孔容0.0351cm^2／g）,采用加压水热化学活化法,HNO3活化法和高温煅烧相结合的方法制备出半焦烟气脱硫剂,并对脱硫剂的脱硫性能进行固定床活性评价。分析表明,其脱硫效果比较好,转化率维持在50％以上的累计硫容可达24．30％,脱硫时间长达35h,远远高于原料半焦的脱硫效果（硫容为0．68％,时间为1．5h）;同时采用水洗法对脱硫剂进行再生,其再生液可用来制备浓度为9.01％的稀硫酸。     

Non-biodegradable landfill leachate treatment by combined process of agitation,coagulation, SBR and filtration

This study describes the complete treatment of non-biodegradable landfill leachate by combined treatment processes. The processes consist of agitation as a novel stripping method used to overcome the ammonia toxicity regarding aerobic microorganisms. The NH₃-N removal ratio was 93.9% obtained at pH 11.5 and a gradient velocity (G) 150 s^?1 within a five-hour agitation time. By poly ferric sulphate (PFS) coagulation followed the agitation process; chemical oxygen demand (COD) and biological oxygen demand (BOD₅) were removed at 70.6% and 49.4%, respectively at an optimum dose of 1200 mg L^?1 at pH 5.0. The biodegradable ratio BOD₅/COD was improved from 0.18 to 0.31 during pretreatment step by agitation and PFS coagulation. Thereafter, the effluent was diluted with sewage at a different ratio before it was subjected to sequencing batch reactor (SBR) treatment. Up to 93.3% BOD₅, 95.5% COD and 98.1% NH₃-N removal were achieved by SBR operated under anoxic–aerobic–anoxic conditions. The filtration process was carried out using sand and carbon as a dual filter media as polishing process. The final effluent concentration of COD, BOD₅, suspended solid (SS), NH₃-N and total organic carbon (TOC) were 72.4 mg L^?1, 22.8 mg L^?1, 24.2 mg L^?1, 18.4 mg L^?1 and 50.8 mg L^?1 respectively, which met the discharge standard. The results indicated that a combined process of agitation-coagulation-SBR and filtration effectively eliminated pollutant loading from landfill leachate.     

Experimental study on the stability of the ClHgSO3 − in desulfurization wastewater

Environmental Science and Pollution Research - Wet flue gas desulfurization technologies have received much concern for their superior performance on co-controlling the acid gases and mercury....     

Effects of river-lake interactions in water and sediment on phosphorus in Dongting Lake,China

Environmental Science and Pollution Research - As a large river connected lake, Dongting Lake is influenced by anthropogenic activities and the discharge from its upstream tributaries in the lake...     

Would environmental pollution affect home prices? An empirical study based on China’s key cities

Environmental Science and Pollution Research - With the development of China’s economy, the problem of environmental pollution has become increasingly more serious, affecting the sustained...