无排泥条件下HRT对膜生物反应器硝化性能的影响及其生物群落结构分析

以无机氨氮废水(NH+4 N,500mg·L-1)为处理对象,在不排泥条件下逐渐缩短膜生物反应器的水力停留时间(HRT,30h～5h),连续运行260d.在反应器内的氨氮容积负荷和污泥负荷分别为1 2kg·(d·L)-1和2 13kg·kg-1·d-1时,氨氮去除率达98 2%以上.当HRT减少至7h时开始出现NH+4 N和NO-2 N的积累.尽管反应器内MLSS随着运行时间的延长在逐步上升,氨氧化菌(AOB)和亚硝酸氧化菌(NOB)的数量分别从HRT10h和15h起开始下降.16SrDNA聚合酶链式反应结合变性梯度凝胶电泳(PCR DGGE)的分析发现反应器内生物多样性随着运行时间的延长而增加,测序结果表明进行氨氧化作用的主要是亚硝化单胞菌属(Nitrosomonassp.),进行亚硝酸氧化的主要是硝化螺菌属(Nitrospirasp.).尽管反应器只进行无机氨氮配水,仍存在大量的异养菌,估计其生长是以胞外分泌产物和细胞裂解产物为基质.     

重金属离子-二乙基二硫代氨基甲酸钠螯合体系的HPLC分析方法研究

采用二乙基二硫代氨基甲酸钠(NaDDC)为螯合剂,对Cu(Ⅱ)、Hg(Ⅱ)、Pb(Ⅱ)、Zn(Ⅱ)、Cd(Ⅱ)、Cr(Ⅵ)六种重金属离子进行了螯合萃取分离体系的方法研究,用HPLC方法建立了上述金属离子的最佳分离条件及定性定量分析方法.结果表明,用C18反相柱(5μm,150×4.6mmi.d.)和流动相(V(乙腈):V(甲醇):V(水)=55:15:30)能有效分离上述重金属离子,最低检测限在0.1～1.6ng范围内,线性范围及线性关系满足定量分析要求.     

现代化工分离技术在环境保护中的应用

介绍了高效导向筛板、新型高效填料、超临界流体萃取等现代化工分离技术及其在清洁生产和废物处理方面的应用。     

我国健身器材质量和检验现状分析及其对策

笔者从产品质量、检测体系和质检监管等方面系统地阐述了我国健身器材产业的现状 ;通过对国内外健身器材产业的比较和分析 ,指出了我国健身器材产业普遍存在技术含量低 ,质量不稳定 ,检测标准和设备欠缺 ,服务不完善等突出问题 ;同时还具体探讨了国内外健身器材的安全要求和使用性能在生化和环保两方面的不足 ;就上述种种问题提出了相应的发展对策 ,即遵循“以人为本 ,保障安全”的原则 ,积极发展现代化生产企业 ,前瞻性地开发高技术含量的安全型产品 ,健全符合国情实际的检测体系 ,从而全面提升我国健身器材的安全性能、服务水平和市场竞争力     

可视化通风机性能测试程序设计

介绍了用通风机性能曲线测定可视化计算机程序的设计。该程序基于Windows环境，采用C Builder5．0开发，可以实现数据的自动保存、处理，及性能曲线、结果报表输出，同时具有可视化的人机界面。应用该程序可以使通风机性能曲线测定试验更加简便易行，还可以使试验结果更加精确。     

The potential of vehicle and road infrastructure interventions in fatal bicyclist accidents on Swedish roads—What can in-depth studies tell us?

Abstract

Objective: The objective of this article is to describe the characteristics of fatal crashes with bicyclists on Swedish roads in rural and urban areas and to investigate the potential of bicycle helmets and different vehicle and road infrastructure interventions to prevent them. The study has a comprehensive approach to provide road authorities and vehicle manufacturers with recommendations for future priorities.

Methods: The Swedish Transport Administration’s (STA) in-depth database of fatal crashes was used for case-by-case analysis of fatal cycling accidents (2006–2016) on rural (n?=?82) and urban (n?=?102) roads. The database consists of information from the police, medical journals, autopsy reports, accident analyses performed by STA, and witness statements. The potential of helmet use and various vehicle and road infrastructure safety interventions was determined retrospectively for each case by analyzing the chain of events leading to the fatality. The potential of vehicle safety countermeasures was analyzed based on prognoses on their implementation rates in the Swedish vehicle fleet.

Results: The most common accident scenario on rural roads was that the bicyclist was struck while cycling along the side of the road. On urban roads, the majority of accidents occurred in intersections. Most accidents involved a passenger car, but heavy trucks were also common, especially in urban areas. Most accidents occurred in daylight conditions (73%). Almost half (46%) of nonhelmeted bicyclists would have survived with a helmet. It was assessed that nearly 60% of the fatal accidents could be addressed by advanced vehicle safety technologies, especially autonomous emergency braking with the ability to detect bicyclists. With regard to interventions in the road infrastructure, separated paths for bicyclists and bicycle crossings with speed calming measures were found to have the greatest safety potential. Results indicated that 91% of fatally injured bicyclists could potentially be saved with known techniques. However, it will take a long time for such technologies to be widespread.

Conclusions: The majority of fatally injured bicyclists studied could potentially be saved with known techniques. A speedy implementation of important vehicle safety systems is recommended. A fast introduction of effective interventions in the road infrastructure is also necessary, preferably with a plan for prioritization.     

Case study of landfill leachate recirculation using small-diameter vertical wells

A case study of landfill liquids addition using small diameter (5 cm) vertical wells is reported. More than 25,000 m³ of leachate was added via 134 vertical wells installed 3 m, 12 m, and 18 m deep over five years in a landfill in Florida, US. Liquids addition performance (flow rate per unit screen length per unit liquid head) ranged from 5.6 × 10^?8 to 3.6 × 10^?6 m³ s^?1 per m screen length per m liquid head. The estimated radial hydraulic conductivity ranged from 3.5 × 10^?6 to 4.2 × 10^?4 m s^?1. The extent of lateral moisture movement ranged from 8 to 10 m based on the responses of moisture sensors installed around vertical well clusters, and surface seeps were found to limit the achievable liquids addition rates, despite the use of concrete collars under a pressurized liquids addition scenario. The average moisture content before (51 samples) and after (272 samples) the recirculation experiments were 23% (wet weight basis) and 45% (wet weight basis), respectively, and biochemical methane potential measurements of excavated waste indicated significant (p < 0.025) decomposition.     

Long-term changes in microbial water quality indicators in a hydro-power plant reservoir: The role of natural factors and socio-economic changes

Long-term changes, from 1984 to 2010, in the indicators of microbial pollution (total viable count, coliforms, Escherichia coli, enterococci, and Clostridium perfringens) are analysed in the Riga Hydropower Plant Reservoir, an essential source of drinking water for Riga, the capital of Latvia. Counts in microbial indicators fluctuated seasonally and were related to physicochemical parameters (nitrogen compounds, turbidity, temperature, and pH). The changes in microbial pollution were brought about by two major socio-economic developments. Firstly, Latvia’s independence from the USSR in 1991 which facilitated a distinct reduction in most microorganism counts due to a sharp decline in industrial and agricultural production. This resulted in a significant drop in point and nonpoint pollution in the river basin. A further development was Latvia joining the European Union in 2004. The corresponding focus on water management, including wastewater treatment, was a major priority of environmental investment and lead to improvements in microbial water quality.Electronic supplementary materialThe online version of this article (10.1007/s13280-020-01470-1) contains supplementary material, which is available to authorized users.     

流态对生物添加强化硝化效果的影响

在15℃、相同氮负荷和添加强度条件下运行SBR和CSTR以对比分析两种典型流态(推流式和完全混合式)对硝化菌添加强化硝化效果的影响.结果表明,添加期间,SBR中氨氧化速率(AUR)和亚硝酸盐氧化速率(NUR)分别为添加前的2.34和2.39倍,停止添加后又分别降为添加前的2.01和1.78倍;添加期间CSTR中AUR和NUR分别为添加前的2.63和2.44倍,停止添加后又分别降为添加前的1.48和1.31倍.荧光原位杂交结果显示,添加期间,SBR中氨氧化菌(AOB)和亚硝酸盐氧化菌(NOB)的个数百分比分别为添加前的2.67和2.71倍,添加停止后,又分别降至原来的2.14和1.95倍;CSTR中AOB和NOB分别为添加前的2.91和1.77倍,但在添加停止后CSTR中AOB和NOB分别降至添加前的1.25和1.50倍.因此,硝化菌添加期间,两种流态的添加效果接近,但是在添加停止后,由于流态对硝化菌中K-决策者(Nitrosospira、Nitrospira)和r-决策者(Nitrosomonas europaea、Nitrobacter)的选择作用,添加的硝化菌在完全混合式条件下比推流式条件下更容易被系统淘汰.     

不同絮凝剂对活性污泥特性及除污效能的影响研究

为了研究絮凝剂对污泥特性及除污效能的作用结果,考察了SBR反应器中投加聚合氯化铝(PAC)、聚合硫酸铁(PFS)和阳离子聚丙烯酰胺(CPAM)对污泥特性及COD、NH_4~+-N和TP去除效果的影响。结果表明:投加10 mg/L PAC会导致活性污泥沉降性能变差,降低了微生物对污染物质的分解能力;投加0.1 mg/L CPAM和10 mg/L PFS能够改善活性污泥菌胶团和絮体结构,使得活性污泥的吸附效能和沉降性增强。