模拟消落带水华暴发行为的数值沙堆模型

以长江最大支流汉江近年来水华污染的现场资料为例,通过氮磷浓度、水温、流速和光照等实测数据构建了消落带开放水域环境体系的数值沙堆模型,描述了藻类生长及水华暴发的动力学机制;利用数值沙堆系统崩塌行为反映出的频率-尺度幂律关系作为判断消落带水域是否暴发水华以及规模大小的依据,采用有限尺度标度分析从不同侧面验证了水华暴发系统的自组织临界性,并揭示出各种拟合参数与水华暴发规模之间的定量关系.研究表明,沙堆模型如果存在良好的幂律关系,相应的消落带水域将暴发水华,且幂律指数越大,水华污染程度越严重.     

油种指示物（指标）的研究

从油种、实验误差以及风化的影响对中国常见油种鉴别进行了探讨，确定了油种GC-FID指标物。结果表明，油种指示物在环境中保持着本身的一些固有特性，受实验误差和风化的影响较小。     

On the study of ecosystem health:state of the art

ＩｎｔｒｏｄｕｃｔｉｏｎＤｕｒｉｎｇｌａｓｔｄｅｃａｄｅｓ,ｔｈｅｔｅｒｍ“ｅｃｏｓｙｓｔｅｍｈｅａｌｔｈ”ｉｓｕｓｅｄｗｉｔｈｉｎｃｒｅａｓｉｎｇｆｒｅｑｕｅｎｃｙｉｎｔｈｅｌｉｔｅｒａｔｕｒｅ.Ｔｈｅｇｒｏｗｉｎｇｉｎｔｅｒｅｓｔｓｉｎｔｈｅｓｔｕ...     

全国及区域性人均耕地阈值的探讨

论文首先指出并不存在联合国粮农组织提出的人均耕地面积阈值;继而认为人均耕地面积阈值具有鲜明的时间和空间特征,需要有明确的前提条件。为此按1995年的耕地实际生产力(在耕地面积中扣除菜地和经济作物用地面积),以人均400kg、450kg、500kg粮食需求量的生活标准,提出就全国平均而言,人均耕地面积不应小于0.092hm₂、0.104hm₂、0.115hm₂(可以看作当前的人均耕地面积阈值)。根据2010、2030、2050年我国的预期耕地面积以及可能达到的生产能力,按人均400kg、450kg、500kg粮食需求量的生活标准,就全国平均而言,2010年人均耕地面积不应小于0.059hm₂、0.067hm₂、0.074hm₂(可以看作近期的人均耕地面积阈值);2030年人均耕地面积不应小于0.052hm₂、0.058hm₂、0.064hm₂(可以作为中期的人均耕地面积阈值);2050年人均耕地面积不应小于0.046hm₂、0.052hm₂、0.058hm₂(可以作为远期的人均耕地面积阈值)。     

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.     

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.     

恶臭污染排放源指纹谱编制及初步应用

为了识别恶臭污染源排放特征以及了解不同行业恶臭物质排放差异,对恶臭污染排放源指纹谱指标物质进行了筛选,并依据筛选结果对6家典型恶臭排放企业进行样品采集及分析,绘制了各家企业的指纹谱图.结果表明:①通过物质嗅觉阈值与AMGE（ambient multimedia environmental goals,周围环境目标值）和RfC（reference concentration,健康风险参考浓度）对比以及结合国内外恶臭标准受控物质和现有的标准检测方法,最终确定了包括三甲胺、硫化氢、甲硫醇等典型恶臭物质在内的19种物质作为指纹谱指标物质.②依据我国现行的标准监测分析方法对19种恶臭指标物进行检测,初步得到了各家企业的恶臭物质指纹谱数据,绘制了各家企业的指纹谱图.③指纹谱成分分析结果显示,污水处理厂主要的恶臭物质是硫化氢,ρ（硫化氢）为44.566 mg/m3;涂料企业ρ（甲基乙基酮）、ρ（丁醛）和ρ（乙酸乙酯）较高,分别为39.037、28.757、27.840 mg/m3;制药企业ρ（丙醛）较高,为4.791 mg/m3;汽车和家具制造企业ρ（二甲苯）较高,分别为15.209和2.081 mg/m3.④应用分歧系数法分析不同企业指纹谱之间的相似程度,分析结果显示,分歧系数在0.331~0.809之间,不同企业之间指纹谱存在较大差异.研究显示,建立恶臭污染排放源指纹谱可进行恶臭源排放特征识别,为恶臭污染溯源提供基础数据和科学依据.      

固定化果胶酶抑制铜绿微囊藻生长研究

为证实固定化果胶酶抑制蓝藻生长的作用,在实验室条件下,以铜绿微囊藻（Microcystis aeruginosa）为受试藻种,用共培养法观察了固定化果胶酶对藻细胞群体的作用、用电镜观察了共培养后藻细胞的损伤状况,测定了对其生理生化特征的影响.结果表明固定化果胶酶与藻共培养液第3 d明显黄化,且黄化程度与固定化果胶酶的用量和培养时间呈正相关系;电镜照片显示固定化果胶酶对藻细胞有损伤作用,轻微损伤的藻细胞出现质壁分离,表面粗糙、凸凹不平,形状不规则,严重损伤的藻细胞表面发生深度皱缩或细胞结构完全解体;随着固定化果胶酶与铜绿微囊藻共培养时间的延长,藻细胞生长量、叶绿素a含量显著降低,表明藻细胞受到胁迫和伤害,藻细胞正常的光合作用受到严重影响.丙二醛（MDA）值显示藻细胞抗氧化防御体系被破坏,细胞内发生严重膜脂过氧化.固定化果胶酶能有效抑制铜绿微囊藻细胞的生长,铜绿微囊藻生长抑制率可高达96%.     

挥发性有机污染物排放控制标准制订中的关键技术问题研究

研究分析了挥发性有机污染物排放标准制订中4个关键技术问题:污染因子选择、控制指标确定、限值的确定以及技术管理措施.结果表明,应根据毒性和光化学反应性选择污染因子;确定控制指标应既考虑有组织控制指标,又考虑无组织的控制指标;确定排放限值应明确是基于控制技术还是基于健康风险;同时制定技术管理措施以通过源头和过程控制挥发性有机污染物排放.