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931.
The bioavailability of field‐aged Cd and Cu was calculated, and compared to the total concentrations determined by acid digestion. Only 0.60–4.15% for Cd and 0.59–9.43% for Cu were found to be bioavailable when determined by stomach‐phase extraction. The incorporation of bioavailability reduced more than 90% of the calculated risk of the metals at the site of study. It should be noted that such a reduction may not be generalized and the site‐specific bioavailability needs to be determined case by case.  相似文献   
932.
《国际泥沙研究》2016,(2):164-172
The ecological risk assessment for Al,Zn,Cu,Ni,V,Pb,Cd,and Hg in surface sediment collected from the Egyptian Red Sea coast was evaluated using the Geo-accumulation Index(I_(geo)).Sediment Enrichment Factor(SEF) and Potential Ecological Risk Index(PERI) methods.The predominant heavy metal,aluminum,showed high concentrations along both of Aqaba Gulf(4378.8 ± 2554.1 μg/g) and southern part of the Red Sea(2972.8 + 1527.5 μg/g).while it recorded the lowest concentration in Suez Gulf(829.7 ± 398.2 μg/g).The determined heavy metal concentrations had the order of Al Zn -Ni V Pb Cu Cd Hg.The statistical analyses showed some correlations among the heavy metals contents.Several international sediment quality guidelines were used to estimate the quality of the collected sediments.Interestingly,the recorded average heavy metals concentrations were lower than those of the permissible contents for sediment quality guidelines.The Geo-accumulation index calculations(I_(geo)) proved that the investigated region could be classified as an unpolluted area.Sediment Enrichment Factor(K_(SEF)) study showed high values in Suez Gulf region.The single pollution index analysis of heavy metals in the sediments(C~i_f) indicated that Al,Zn,V,and Pb were of natural origin,while Ni,Cd and Hg were seriously affected by human activities.Interestingly,amongst,all the determined heavy metals,Cd and Hg gave moderate ecological risk indicators.  相似文献   
933.
934.
Fragility curves constitute the cornerstone in seismic risk evaluations and performance-based earthquake engineering. They describe the probability of a structure to experience a certain damage level for a given earthquake intensity measure, providing a relationship between seismic hazard and vulnerability. In this paper a numerical approach is applied to derive fragility curves for tunnel shafts built in clays, a component that is found in several critical infrastructure such as urban metro networks, airport facilities or water and waste water projects. The seismic response of a representative tunnel shaft is assessed using tridimensional finite difference non-linear analyses carried out with the program FLAC3D, under increasing levels of seismic intensity. A hysteretic model is used to simulate the soil non-linear behavior during the seismic event. The effect of soil conditions and ground motion characteristics on the soil-structure system response is accounted for in the analyses. The damage is defined based on the exceedance of the concrete wall shaft capacity due to the developed seismic forces. The fragility curves are estimated in terms of peak ground acceleration at a rock or stiff soil outcrop, based on the evolution of damage with increasing earthquake intensity. The proposed fragility models allows the characterization of the seismic risk of a representative tunnel shaft typology and soil conditions considering the associated uncertainties, and partially fill the gap of data required in performing a risk analysis assessment of tunnels shafts.  相似文献   
935.
While the assessment of liquefaction potential by using borehole data has a long history since 1970s, its target users are still limited to professional engineers and experts. This situation is not favored by ordinary people who are seriously concerned with the reliability and preservation of their real estates during strong earthquakes. The demand of the people is that the liquefaction vulnerability of their residential land is precisely and clearly but concisely demonstrated so that people without engineering background can understand the real extent of risk. In this regard, the authors, under the governmental support, proposed a simple manifestation of the extent of liquefaction vulnerability of private houses in terms of the thickness of the surface unliquefiable crust and the vertical weighted average of the factor of safety or its equivalence. This achievement was made possible by introducing the ageing effects of soil on liquefaction resistance in addition to using geotechnical data base of subsoil conditions. During the work, it was found that existing borehole data may not be fully reliable and that experts who have sufficient knowledge of the local subsoil should assess the vulnerability. This requirement is satisfied by the qualification of special engineers that has been initiated by the Japanese Geotechnical Society in conjunction with several other institutions. The proposed method of subsoil qualification is used not only for individual residential land but also for regional hazard assessment.  相似文献   
936.
This paper evaluates the risk of a water crisis – a substantial, sudden reduction in water supply – in the Monterrey Metropolitan Area (MMA), posed by climate threats and the vulnerability of its water supply system. Our analysis of long-term precipitation, water supply and water availability data reveals that the MMA is highly vulnerable to recurring periods of exceptionally low precipitation and scarce surface water availability. We identify two episodes in the recent past (1998 and 2013) when the MMA water supply system almost collapsed as reservoirs neared depletion in the face of abnormally dry weather. Furthermore our climate projections point to warmer and drier future conditions for the region and consequently, heightened climate threats. We conclude that the risk of a water crisis in the MMA is substantial and probably will increase due to climate change. This establishes a clear and pressing need for a comprehensive package of adaptation measures to mitigate the consequences of a water crisis should one occur as well as to reduce the likelihood of such an event.  相似文献   
937.
The determination of background values of hydrochemical parameters, to distinguish between natural concentration and anthropogenically-influenced concentrations, is highly relevant. In presented study, to estimate the background values of hydrochemical parameters in Akhuryan River Basin, log-normal probability functions on the hydrochemical parameters concentrations was applied. The study is carried out on the basis of hydrochemical data of surface water quality monitoring for the period of 2010–2013. This study highlights the usefulness of application of site-specific background concentrations for the evaluation, interpretation of surface water quality and for determination of pollution sources.  相似文献   
938.
939.
在甘肃省白龙江流域地质灾害资料收集及现场调查的基础上, 统计分析了该区滑坡发育与地层岩性、坡度、坡向、高程、断裂、植被等因素之间的关系, 建立了白龙江流域滑坡易发性评价指标体系。采用基于GIS的层次分析法评价模型, 完成了滑坡易发性分区评价, 将研究区滑坡按易发程度划分为高易发区、中易发区、低易发区和极低易发区, 其中, 高易发区占研究区总面积的13.59%, 主要分布在断裂带、白龙江两侧以及软弱岩土体分布的区域; 中易发区占27.85%;主要分布在白龙江支流以及主要道路两侧的一定范围内; 低易发区占33.09%, 主要分布在海拔相对较高、植被覆盖度较高、基本上无断裂带通过的区域; 其余区域为极低易发区, 占25.46%。对比分析显示评价结果与实际滑坡发育情况吻合, 可以较好地反映区内滑坡灾害发育的总体特征。   相似文献   
940.
基于多元回归分析的铬污染地下水风险评价方法   总被引:1,自引:0,他引:1  
土-水分配系数(Kd)是表征重金属污染物在土壤包气带中迁移能力的重要参数,受污染物质量浓度、pH值、有机质质量分数、铁铝氧化物质量分数等多种因素影响。本文通过实验研究了分配系数与各种影响因素之间的关系,基于多元回归分析方法得到了分配系数与影响因素的关系方程;并以分配系数、泄漏量、土壤孔隙度、初始含水率为风险因子建立了地下水污染风险评价方法。以某工厂铬废液的泄露为案例,采用构建的方法进行地下水污染风险评价。结果表明:该处地下水被污染的风险等级为中等。地下水污染风险评价方法的建立为重金属污染地下水的监测管理提供了一种有效方法。  相似文献   
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