Effect of long-term changes in soil chemistry induced by road salt applications on N-transformations in roadside soils

Of several impacts of road salting on roadside soils, the potential disruption of the nitrogen cycle has been largely ignored. Therefore the fates of low-level ammonium-N and nitrate-N inputs to roadside soils impacted by salting over an extended period (decades) in the field have been studied. The use of road salts disrupts the proportional contributions of nitrate-N and ammonium-N to the mineral inorganic fraction of roadside soils. It is highly probable that the degree of salt exposure of the soil, in the longer term, controls the rates of key microbial N transformation processes, primarily by increasing soil pH. Additional influxes of ammonium-N to salt-impacted soils are rapidly nitrified therefore and, thereafter, increased leaching of nitrate-N to the local waterways occurs, which has particular relevance to the Water Framework Directive. The results reported are important when assessing the fate of inputs of ammonia to soils from atmospheric pollution.     

焦化废水生物脱氮半生产性试验启动研究

通过试验研究,探索了焦化废水生物脱氮半生产性启动条件,指出了顺利启动的关键技术是适宜的接种污泥及必须提供的环境条件。     

Combination of ion exchange system and biological reactors for simultaneous removal of ammonia and organics

A novel process for a simultaneous removal of ammonia and organics was developed on the basis of ion exchange and biological reactions. From batch experiments, it was found out that NH₄⁺ could be removed effectively by combining cation exchange and biological nitrification showing 0.98 mg N/m²?s of a maximum flux. On the other hand, the removal of NO₃⁻ was 3.5 times faster than NH₄⁺ and the maximum flux was calculated to be 3.4 mg N/m²?s. The systems for NH₄⁺ and NO₃⁻ removal were combined for establishing the IEBR process. When the process was operated in a continuous mode, approximately 95.8% of NH₄⁺ was removed showing an average flux of 0.22 mg N/m²·s. The removal efficiency of total nitrogen was calculated as 94.5% whereas that of organics was 99.5%. It was concluded that the IEBR process would be effectively used for a simultaneous removal of NH₄⁺ and organics.     

新型异养氨氧化菌的分离鉴定及氨氧化特性

从青岛海岸采集淤泥．通过富集培养,以硅胶平板点种分离．经纯化得到一株氨氧化菌H9菌株。该菌可以在营养培养基中生长,是一株异养氨氧化菌,经形态、生理生化特性、16SrRNA序列分析等初步鉴定该菌属于假诺卡氏菌属（Pseudonocardia sp．H9）。该菌株具有将氨氧化为硝酸的能力,明显不同于自养型的硝化作用过程需要亚硝化细菌和硝化细菌的密切协作才能把氨氧化成硝酸的特点。此外,该菌可以在无有机碳的培养基或在有机碳C／N达7或更高的培养基中氧化氨至硝酸;在亚硝化培养基与LB的混合培养基中,在LB占15％以下时,LB越高越有利于氨的氧化和菌的生长。该菌株的生长和氧化氨的最适温度为30℃;pH5．0～10．0,最适为8．0;氨离子摩尔浓度1～40mmol／L,最适为8mmol／L;氯化钠质量分数为0％～8％,最适为3．5％。由于该菌株具有以上的特性和优点．在污水的脱氮处理以及养殖海水的氨氮处理中有较高的应用前景,同时也是研究氨的生物氧化机制的理想菌株。     

生物脱氮除磷工艺好氧区硝化功能的强化试验

在活性污泥法脱氮除磷工艺系统的好氧段投放高硬度聚乙烯悬浮小球作为生物载体，可以强化系统的硝肥功能，提高处理系统的脱氮除磷效率，同时避免产生填料间污泥结团。经两套试验装置的５种工况条件下平行对照试验结果表明：好氧区全池投放聚乙烯悬浮小球，装填密度在１０％￣１５％，ＴＫＮ去除率达９８．２％，ＴＮ去除率达到８６％，ＴＰ去除率达到９１％。     

城市污水硝化反硝化及生物脱氮计算

本文论述城市污水硝化反硝化及生物脱氮的设计计算，并用计算示例加以说明．     

城市生活垃圾填埋场渗沥液处理的工艺技术

简单介绍了城市生活垃圾填埋汤渗沥液的水质现状和变化趋势，以及渗沥液处理工艺。讨论了硝化，反硝化等工艺在实际工作中的运用情况。     

Impact of urbanization on hydrochemical evolution of groundwater and on unsaturated-zone gas composition in the coastal city of Tel Aviv, Israel

The coastal city of Tel Aviv was founded at the beginning of the 20th century. The number of its inhabitants and its water consumption increased rapidly. This study analyses a 15-year record (1934-1948) of pre-industrial development of groundwater chemistry in the urban area. Archive data on concentrations of major ions, dissolved gases (CO2 and O2), organic matter, and pH were available for each half-year during the period of 1934-1948. The major factors causing changes in the chemistry of groundwater flowing in three sandy sub-aquifers have been seawater encroachment due to overpumping, and infiltration of effluents from pit-latrine collectors. Influence of these factors decreases with depth. Landward-penetrating seawater passed through clayey coastal sediments, interbedded among sands and calcareous sandstones, and spread into the Kurkar Group aquifer. This has led to exchange of sodium (dominant in seawater) with calcium adsorbed on clay particles, enriching groundwater with calcium. Intensity of cation exchange decreases inland and with depth. Infiltration of pit-latrine effluents has introduced large amounts of ammonium into the unsaturated zone. Its rapid oxidation in unsaturated sediments has caused massive nitrate production, accompanied by pore-water acidification. This process induces dissolution of vadose carbonate, resulting in enrichment of groundwater recharge in calcium. Anthropogenically induced dissolution of calcite in the unsaturated zone has been the major factor for the increase of Ca2+ concentration in groundwater, accounting for about 80% of this increase. In the interface zone, an additional 20% of calcium has been supplied by cation exchange. Owing to pH increase caused by denitrification in the aquifer, Ca(2+)-rich waters supersaturated with calcite could be formed, especially in the capillary fringe of the uppermost sub-aquifer, which could induce calcite precipitation and ultimately lead to the cementation of sandy aquifers. Urban development has caused drastic changes in the gas content in the unsaturated zone and in groundwater. Carbon dioxide was intensively generated by nitrification-denitrification processes, by hydration of urea, to a lesser degree by oxidation of organic matter, and probably by anoxic biodegradation of organics. Between 1934 and 1948, concentrations of CO2 in unsaturated sediment air rose from 3.2% to 7.6%. In the unsaturated zone, oxygen consumption for oxidation of ammonium and organic matter lowered O2 concentrations in sediment air to unusually low values of 3.9-12.9%. Nitrification in the urban unsaturated zone could thus serve as a pump, sucking in atmospheric oxygen at a rate of about 0.3-0.5 g m-2 day-1. The extreme concentrations of CO2 and O2 in unsaturated sediments have been preserved due to production and consumption of gas under conditions of diminishing areas open to the atmosphere, uncovered by buildings and by roads.     

低浓度氨氮硝化过程中影响因素的研究

一般来说硝化细菌对环境条件的变化比较敏感,而在低浓度氨氮系统中,硝化细菌对环境条件变化的敏感度比高浓度系统更大,而且其影响规律也有所不同.用富集培养的硝化细菌就温度、pH和碱度对高、低浓度氨氮硝化的影响做了研究.结果表明,低浓度氨氮硝化的温度系数(θ＝1.105)大于高浓度(θ＝1.099),温度对低浓度氨氮硝化的影响较高浓度大;偏碱性的环境更有利于低浓度氨氮硝化的进行,因此低浓度氨氮硝化的最优pH和Alk/N值都较高浓度高.和温度相比,pH和碱度是影响低浓度氨氮硝化过程的主要因素.     

曝气生物滤池去除有机物及硝化氨氮的影响因素研究

采用以陶粒为填料的曝气生物滤池(BAF)处理低浓度生活污水,研究在气水比一定的条件下,水力负荷、有机负荷及氨氮负荷对BAF去除有机物及硝化氨氮的性能的影响.研究结果表明,当试验进水COD为105.8～156.6 mg/L,气水比为3:1的条件下,降解有机物的最佳水力负荷为1.35～1.68 m3/(m2·h),COD平均去除率为86.3%.氨氮负荷是影响反应器硝化性能的直接因素.当水力负荷为1.05 m3/(m2·h),平均进水COD为106.1 mg/L时,若使出水氨氮低于15 mg/L,则反应器能承受的最大进水氨氮负荷为0.5 kg/(m3·d)左右.并确立了相应的反应器动力学模型.