基于物质点法和极限平衡法公路沿线弃渣场危险性评价

公路沿线弃渣场的失稳破坏,不仅容易造成其下方道路和河流的堵塞,而且严重威胁人民的生命和财产安全.快速、准确和批量地评价公路沿线弃渣场危险性就显得十分必要.通过对公路沿线弃渣场进行遥感图像识别、无人机拍摄、现场调查及试验,确定了6个弃渣场危险性影响因子,运用物质点法对实体弃渣场进行了多因素多水平的数值模拟,得出各因子对弃...     

农业非点源污染对太湖水质的影响:发展态势与研究重点

太湖水污染的主要症结是水体中氮、磷不断富集导致的富营养化，而随着区内化肥用量的不断增加和集约化畜禽殖业的发展，流域内农业非点源营养物质的排放将保持持续上升的势头。要实现使太湖水变清的目的，必须把农业非点源营养物的排放控制在最低的水平，为了达到这一目标，今后应加强：（1）农业养分流失的定量化研究；（2）非点源污染物的转移转化特征研究；（3）农业非点源污染高风险区的识别；（4）农业非点源污染的控制与管理对策研究。     

濑溪河泸县段流域水环境污染现状评价

本文对沱江泸州段一级支流——濑溪河泸县段流域的水环境及排放状况进行了调查,选取pH、DO、COD等为监测项目。监测结果表明该流域全年内水质无法完全达到国家地表水环境质量标准（GB3838-2002）中Ⅲ类水域水质要求。本文还对该流域污染防治进行了分析,为当地水资源的可持续利用和解决环境污染与工农业可持续发展的矛盾提供依据。     

风险控制管理在武钢建设工程项目中的应用

通过对武钢近年来新、改、扩建建设项目安全管理的探索实践,遵循"安全第一、预防为主、综合治理"的方针,按照风险控制管理的模式,利用较大危险源点预控管理的手段,形成有效的安全管理方式、方法,努力实现武钢建设工程安全管理目标,杜绝武钢建设工程较大以上安全生产事故发生.     

Integration of traditional and innovative characterization techniques for flux-based assessment of Dense Non-aqueous Phase Liquid (DNAPL) sites

Key attributes of the source zone and the expanding dissolved plume at a trichloroethene (TCE) site in Australia were evaluated using trends in groundwater monitoring data along with data from on-line volatile organic compound (VOC) samplers and passive flux meters (PFMs) deployed in selected wells. These data indicate that: (1) residual TCE source mass in the saturated zone, estimated using two innovative techniques, is small ( 10 kg), which is also reflected in small source mass discharge ( 3 g/day); (2) the plume is disconnecting, based on TCE concentration contours and TCE fluxes in wells along a longitudinal transect; (3) there is minimal biodegradation, based on TCE mass discharge of  6 g/day at a plume control plane  175 m from source, which is also consistent with aerobic geochemical conditions observed in the plume; and (4) residual TCE in the vadose zone provides episodic inputs of TCE mass to the plume during infiltration/recharge events. TCE flux data also suggest that the small residual TCE source mass is present in the low-permeability zones, thus making source treatment difficult. Our analysis, based on a synthesis of the archived data and new data, suggests that source treatment is unwarranted, and that containment of the large TCE plume ( 1.2 km long,  0.3 km wide; 17 m deep;  2000–2500 kg TCE mass) or institutional controls, along with a long-term flux monitoring program, might be necessary. The flux-based site management approach outlined in this paper provides a novel way of looking beyond the complexities of groundwater contamination in heterogeneous domains, to make intelligent and informed site decisions based on strategic measurement of the appropriate metrics.     

水泥旋窑并行处理城市污水厂污泥的污染物排放研究

通过重庆某水泥厂的工业试验,测定了水泥旋窑并行处理城市污水厂污泥的烟气参数及污染物排放指标,分析了并行处理污泥对旋窑烟气的影响程度及各项指标之间的相关性。结果表明：①在污泥添加速率增大时,烟气流速、排气量、含氧量、空气过剩系数、HF和SO₂等排放浓度均随之增加,粉尘、NO_x排放浓度基本保持不变,HCl排放浓度下降,CO排放浓度先剧增后缓慢下降,而总烃排放浓度无明显规律;②污泥添加速率与SO₂排放浓度、烟气流速与排气量、含氧量与空气过剩系数、总烃浓度与SO₂排放浓度、烟气流速与总烃浓度呈显著正相关,污泥添加速率与HCl浓度、SO₂浓度与HCl浓度、NO_x与总烃浓度呈显著负相关;③烟气排放的污染物主要来自煤的燃烧,各指标之间的相关性主要表现为煤耗量增加而引起的连锁效应,但污泥本身在高温条件下燃烧产生的污染物较少,由污泥燃烧产生的污染物之间的相关性较小;④污泥添加速率达到2.4 t/h时,水泥旋窑并行处理城市污水处理厂污泥过程中所有指标均满足国家及相应的控制标准,但其参数优化及污染物控制极为复杂,该方法处理污泥需要进行深入研究才能在工业上应用。     

中国农业面源污染与经济发展关系的实证研究

把握现阶段我国经济发展过程中农业面源污染压力的演变规律,是制定农业可持续发展政策的基本依据。运用1998~2006年我国31个省（市、自治区）面板数据模型对经济发展与农业面源污染的环境库兹涅茨曲线(EKC)关系进行实证研究。选取各省化肥投入密度、农药投入密度、畜禽粪尿排泄物密度作为度量农业面污染源排放量的指标,选取各省人均国民生产总值作为经济发展衡量指标。研究结果表明,我国农业面源污染源排放量与经济增长总体上具有显著的倒“U”型曲线关系,三类污染源与人均GDP均处于曲线上升阶段,自发到达农业面源污染减排拐点还需较长时间。政府应强化农业环境政策的干预力度,加大对农业面源污染的治理力度。     

上海市黄浦江水源地重金属铅、镉多介质富集特征分析

上海市黄浦江饮用水源地的水质直接影响到上海市近1 700万居民的日常生活和健康安全,因此通过现场采集及室内分析对上海市主要饮用水源地黄浦江上游干流河段表层水体,表层沉积物及支流表层水体及其周边表层土壤中重金属铅、镉类污染物的含量进行了检验。结果表明：黄浦江干流表层水体铅平均含量为3234 μg/L,镉平均含量为022 μg/L;支流水体中铅平均含量为086 μg/L,镉平均含量为013 μg/L;支流表层沉积物中铅平均含量为327 μg/g,干流平均含量为218 μg/g,周边土壤中铅含量除个别点外稳定在2022~3903 μg/g;沉积物中镉的平均含量为03 μg/g,土壤中镉含量基本在015 μg/g左右。通过分析该区域多介质中重金属铅、镉的富集特征,判断表层沉积物是该区域重金属铅、镉的主要富集介质;该区域铅污染的主要受周边土壤的淋溶冲刷作用影响;2号（斜塘与圆泄泾交汇处）,4号（竖潦泾与横潦泾交汇处）采样点区域相对于其他各采样点区域有短期、低浓度的重金属镉输入.     

Changes in the structure of chortobiont invertebrate community exposed to emissions from a copper smelter

The aboveground phytomass of meadow plants and the density of chortobiont invertebrates in secondary upland meadows were estimated using a biocenometer in three areas differing in the level of pollution with emissions from the Middle Ural Copper Smelter (Revda, Sverdlovsk oblast) in 2006 and 2007. As the smelter is approached, the total amount of phytomass (dry weight) decreases by a factor of 1.3–1.9, with the proportion of grasses reaching 100%; the total abundance of invertebrates increases two-to threefold due to sucking phytophages, which account for up to 80% of the invertebrate community. The abundance of gnawing phytophages near the smelter is reduced, with some taxa entirely missing (e.g., mollusks and phalangiid harvestmen). Rearrangements in chortobiont community structure are attributable to changes in the physiological state of plants and in the species diversity and architecture of the herbaceous layer, with consequent modification of hydrothermal conditions in it, as well as by the direct toxic effect of heavy metals.     

Landscape Planning for Agricultural Non–Point Source Pollution Reduction. II. Balancing Watershed Size,Number of Watersheds,and Implementation Effort

Agricultural non–point source (NPS) pollution poses a severe threat to water quality and aquatic ecosystems. In response, tremendous efforts have been directed toward reducing these pollution inputs by implementing agricultural conservation practices. Although conservation practices reduce pollution inputs from individual fields, scaling pollution control benefits up to the watershed level (i.e., improvements in stream water quality) has been a difficult challenge. This difficulty highlights the need for NPS reduction programs that focus efforts within target watersheds and at specific locations within target watersheds, with the ultimate goal of improving stream water quality. Fundamental program design features for NPS control programs—i.e., number of watersheds in the program, total watershed area, and level of effort expended within watersheds—have not been considered in any sort of formal analysis. Here, we present an optimization model that explores the programmatic and environmental trade-offs between these design choices. Across a series of annual program budgets ranging from $2 to $200 million, the optimal number of watersheds ranged from 3 to 27; optimal watershed area ranged from 29 to 214 km²; and optimal expenditure ranged from $21,000 to $35,000/km². The optimal program configuration was highly dependent on total program budget. Based on our general findings, we delineated hydrologically complete and spatially independent watersheds ranging in area from 20 to 100 km². These watersheds are designed to serve as implementation units for a targeted NPS pollution control program currently being developed in Wisconsin.