疾病预防控制中心废水处理技术工程实例

疾病预防控制机构废水具有重金属种类繁多、含病原体数量大、间断性排放等特点,通过运用混凝沉淀＋曝气生物滤池（BIOFOR）＋ClO2消毒工艺对其废水进行处理,处理后废水达到《医疗机构水污染物排放标准（》GB18466-2005）排放标准。     

杭州交通噪声投诉点污染现状调查与防治

近年来杭州交通噪声投诉点主要分布在高架道路、立交桥和绕城高速附近的高层住户。对其中9个交通噪声投诉点的监测表明,昼间超4 a类标准的有4个,超标范围为0.1~7.6 dB;夜间9个点全部超4 a标准,超标范围为5.4~17.4 dB,夜间噪声超标特别严重。采用低噪声路面,设置隔声屏障,对敏感点安装通风隔声窗以及加强交通噪声管理等对策,可减轻交通噪声对敏感点的影响,从而减少交通噪声的投诉。     

主沟槽长度计算方法对尾矿库防洪安全的影响分析

针对尾矿库使用后期进行防洪安全分析时,涉及的一个重要的计算参数--主沟槽长度的不同取值方法,对尾矿库防洪安全的影响进行了详细分析,并推荐了一种相对准确的主沟槽长度计算方法.     

基于OPMSE与BAT的啤酒行业排放限值仿真

以OPMSE仿真计算啤酒行业排放污水中COD,BOD,NH3-N质量浓度为研究对象,查询及调研清河流域典型啤酒行业产生污水中COD,BOD,NH3-N质量浓度范围,经BAT处理后通过OPMSE的仿真计算,得出排放污水中污染物质量浓度正态分布置信区间、最佳出水及最差出水质量浓度。结果表明:置信水平为99%时,COD,BOD,NH3-N的置信区间分别为(75.83,95.95),(19.30,25.88),(5.68,6.85);最佳出水质量浓度分别为4.14 mg/L,5.36 mg/L,2.71 mg/L;最差出水质量浓度分别为20.64 mg/L,20.70 mg/L,10.86mg/L。将仿真结果与现有排放标准对比,拟定啤酒行业的污染物直接排放限值为COD=100 mg/L,BOD=30mg/L,NH3-N=8 mg/L;间接排放限值为COD=400 mg/L,BOD=80 mg/L,NH3-N=25 mg/L。     

Analysis of occupational accidents: prevention through the use of additional technical safety measures for machinery

This article presents an analysis of results of 1035 serious and 341 minor accidents recorded by Poland's National Labour Inspectorate (PIP) in 2005–2011, in view of their prevention by means of additional safety measures applied by machinery users. Since the analysis aimed at formulating principles for the application of technical safety measures, the analysed accidents should bear additional attributes: the type of machine operation, technical safety measures and the type of events causing injuries. The analysis proved that the executed tasks and injury-causing events were closely connected and there was a relation between casualty events and technical safety measures. In the case of tasks consisting of manual feeding and collecting materials, the injuries usually occur because of the rotating motion of tools or crushing due to a closing motion. Numerous accidents also happened in the course of supporting actions, like removing pollutants, correcting material position, cleaning, etc.     

Analysis of car-to-bicycle approach patterns for developing active safety devices

Objective: To reduce the severity of injuries and the number of cyclist deaths in traffic accidents, active safety devices providing cyclist detection are considered to be effective countermeasures. The features of car-to-bicycle collisions need to be known in detail to develop such safety devices.

Methods: The study investigated near-miss situations captured by drive recorders installed in passenger cars. Because similarities in the approach patterns between near-miss incidents and real-world fatal cyclist accidents in Japan were confirmed, we analyzed the 229 near-miss incident data via video capturing bicycles crossing the road in front of forward-moving cars. Using a video frame captured by a drive recorder, the time to collision (TTC) was calculated from the car's velocity and the distance between the car and bicycle at the moment when the bicycle initially appeared.

Results: The average TTC in the cases where bicycles emerged from behind obstructions was shorter than that in the cases where drivers had unobstructed views of the bicycles. In comparing the TTC of car-to-bicycle near-miss incidents to the previously obtained results of car-to-pedestrian near-miss incidents, it was determined that the average TTC in car-to-bicycle near-miss incidents was significantly longer than that in car-to-pedestrian near-miss incidents.

Conclusions: When considering the TTC in the test protocol of evaluation for safety performance of active safety devices, we propose individual TTCs for evaluation of cyclist and pedestrian detections, respectively. In the test protocols, the following 2 scenarios should be employed: bicycle emerging from behind an unobstructed view and bicycle emerging from behind obstructions.     

Dangerous student car drop-off behaviors and child pedestrian–motor vehicle collisions: An observational study

Objectives: The objective of this study was to examine the association between dangerous student car drop-off behaviors and historical child pedestrian–motor vehicle collisions (PMVCs) near elementary schools in Toronto, Canada.

Methods: Police-reported child PMVCs during school travel times from 2000 to 2011 were mapped within 200 m of 118 elementary schools. Observers measured dangerous student morning car drop-off behaviors and number of children walking to school during one day in 2011. A composite score of school social disadvantage was obtained from the Toronto District School Board. Built environment and traffic features were mapped and included as covariates. A multivariate Poisson regression was used to model the rates of PMVC/number of children walking and dangerous student car drop-off behaviors, adjusting for the built environment and social disadvantage.

Results: There were 45 child PMVCs, with 29 (64%) sustaining minor injuries resulting in emergency department visits. The mean collision rate was 2.9/10,000 children walking/year (SD = 6.7). Dangerous drop-off behaviors were observed in 104 schools (88%). In the multivariate analysis, each additional dangerous drop-off behavior was associated with a 45% increase in collision rates (incident rate ratio [IRR] = 1.45, 95% confidence interval [CI], 1.02, 2.07). Higher speed roads (IRR = 1.27, 95% CI, 1.13, 1.44) and social disadvantage (IRR = 2.99, 95% CI, 1.03, 8.68) were associated with higher collision rates.

Conclusions: Dangerous student car drop-off behaviors were associated with historical nonfatal child PMVC rates during school travel times near schools. Some caution must be taken in interpreting these results due small number of events and limitations in the data collection, because collision data were collected historically over a 12-year period, whereas driving behavior was only observed on a single day in 2011. Targeted multifaceted intervention approaches related to the built environment, enforcement, and education could address dangerous drop-off behaviors near schools to reduce child PMVCs and promote safe walking to school.     

飘尘的性质、危害和防治对策研究

飘尘污染是大气污染重要的方面,飘尘污染控制问题逐渐引起人们的重视.本文论述了大气漂尘的性质、危害和污染防治对策问题.从人们重视程度,飘尘脱除的技术难度及粉尘的爆炸对飘尘量增加影响等3个方面分析了飘尘污染日益严重的原因;分析了飘尘的性质与环境影响的关系,从重金属成份浓缩性,表面积增大和多孔性,吸附性,润湿性和爆炸性等方面分析了飘尘的环境影响,并在分析飘尘危害的基础上,提出飘尘污染防治措施.提高人们对飘尘污染认识,控制飘尘污染具有重要指导意义.     

气田开发过程中地下水环境保护方案初探

区域地下水环境的保护是气田开发过程中环境保护工作的重点之一。通过现场调查和统计分析得知,外部污染源是影响当地地下水环境的主要因素,农田径流污染源是外部的主要污染源,以COD_Cr计其排放量分别约占外部污染源排放总量的67%,而钻井液漏失、天然气窜层、钻井废水排放等钻井作业是内部的主要污染源,其COD_Cr排放量约占内部污染源COD_Cr排放总量的62%,因而钻井作业的污染防治应是项目内部地下水污染防治工作的重点。根据地下水环境质量现状分析及变化趋势分析可知由于气田的开发建设,气田区地下水水质已受到一定程度的影响,特征污染物表现为COD_Cr、氨氮、氯化物、硝酸盐氮。为保护气田区地下水环境,分施工期和运营期两阶段设计了地下水环境保护方案,采取源头控制的清洁生产,至末端控制的污染治理并提出了突发污染事故应急预案,为气田的可持续开发提供指导。     

浅析四川省农村集中式饮用水源污染现状及防治对策

随着城市与农村的不断发展和进步,其产生的环境问题也日渐突出。目前四川拥有较丰富的饮用水源,保护实施较好,但其所暴露出的饮用水安全问题依然不容忽视。从水源污染现状、现阶段保护情况以及污染防治对策三方面,列举10条水源污染问题,对四川农村集中式饮用水现状进行了分析和阐述,并从国家政策、相关法律法规层面上提出保护措施,以期在一定程度上解决农村饮用水源污染问题,提高饮用水安全。