钐掺杂磷酸铋的制备及其光催化研究

采用一步水热合成法制备不同掺杂量的Sm~(3+)-BiPO_4光催化剂。用XRD,EDS,SEM和DRS手段对光催化剂的特性进行表征。以亚甲基蓝为目标污染物,考察了Sm~(3+)-BiPO_4的光催化活性。结果表明,适量的钐掺杂使BiPO_4光催化活性提高了30%。当钐掺杂量为5%时,紫外光照射90 min,亚甲基蓝的降解率可达86.1%。     

水坝建设影响下澜沧江中游沉积物重金属形态分析及污染指数研究

采集了漫湾库区和大朝山库区25个采样断面的沉积物样品.每个库区均从上游到下游分为河流区、过渡区和湖泊区,研究了沉积物中As、Cd、Cr、Cu、Mn、Ni、Pb、Zn元素的含量和赋存形态差异,利用次生相与原生相分布比值法(RSP)分析重金属元素的污染水平.结果表明,各库区从上游到下游沉积物中的重金属元素和碳氮元素均呈现出增加的趋势,而沉积物的中值粒径呈现出减小的趋势.漫湾库区的As、Cd、Zn元素平均含量均高于大朝山库区;大朝山库区的Cr、Mn、Ni、Pb元素平均含量均高于漫湾库区.在重金属赋存形态中,Cd和Mn元素以可交换态和残渣态为主;Cu、Pb以有机质态和残渣态为主;其余重金属元素均以残渣态为主.沉积物中的可交换态在有机碳的络合作用下转化成有机质态.在水坝建设的影响下沉积物中细颗粒和有机质含量明显上升,重金属在细颗粒物和有机质的共同作用下蓄积于坝前的沉积物中.PSR分析结果表明,在水坝运行影响下,各库区湖泊区和过渡区的污染水平均高于河流区.其中,Cd元素所有地区处于重度污染水平;Mn和Pb大部分区域处于中度污染水平;Cu元素大部分区域处于轻度污染水平;其余元素基本无污染.     

Beyond the material grave: Life Cycle Impact Assessment of leaching from secondary materials in road and earth constructions

In industrialized countries, large amounts of mineral wastes are produced. They are re-used in various ways, particularly in road and earth constructions, substituting primary resources such as gravel. However, they may also contain pollutants, such as heavy metals, which may be leached to the groundwater. The toxic impacts of these emissions are so far often neglected within Life Cycle Assessments (LCA) of products or waste treatment services and thus, potentially large environmental impacts are currently missed. This study aims at closing this gap by assessing the ecotoxic impacts of heavy metal leaching from industrial mineral wastes in road and earth constructions. The flows of metals such as Sb, As, Pb, Cd, Cr, Cu, Mo, Ni, V and Zn originating from three typical constructions to the environment are quantified, their fate in the environment is assessed and potential ecotoxic effects evaluated. For our reference country, Germany, the industrial wastes that are applied as Granular Secondary Construction Material (GSCM) carry more than 45,000 t of diverse heavy metals per year. Depending on the material quality and construction type applied, up to 150 t of heavy metals may leach to the environment within the first 100 years after construction. Heavy metal retardation in subsoil can potentially reduce the fate to groundwater by up to 100%. One major challenge of integrating leaching from constructions into macro-scale LCA frameworks is the high variability in micro-scale technical and geographical factors, such as material qualities, construction types and soil types. In our work, we consider a broad range of parameter values in the modeling of leaching and fate. This allows distinguishing between the impacts of various road constructions, as well as sites with different soil properties. The findings of this study promote the quantitative consideration of environmental impacts of long-term leaching in Life Cycle Assessment, complementing site-specific risk assessment, for the design of waste management strategies, particularly in the construction sector.     

基于可拓学的尾矿库安全评价

为综合评价尾矿库的安全状态,基于尾矿库灾变机理和大量工程实践构建了一套包括3级指标、22个因素的评价指标体系,并确定了评价指标的等级量值区间。采用EAHP和熵权法结合的方式确定指标权重,基于可拓理论评价尾矿库的安全等级。以湖南黄金集团责任有限公司旗下的7座尾矿库为案例,评价其安全状态,根据蒙特卡洛模拟基本理论,基于Crystal Ball对案例进行敏感性分析,找出具体敏感因素,为后期尾矿库安全管理提供简单有效的控制方法。     

COMPARATIVE STUDY OF FRESH-SALT WATER INTERFACES USING FINITE ELEMENT AND SIMPLE APPROACHES

ABSTRACT: The fresh-salt water interface in artesian aquifers has been investigated by various techniques on the basis of its analogy to the free surface in earth dams or cores of dams. Although various approximations are used, some more or less exact solutions exist. One of the simple methods, that would appeal to practical workers, was developed by the analysis of hydraulic forces. However, this method has not been checked thoroughly due to the lack of wide ranges of coverage by the more or less exact solutions. In this paper a suggested finite element method is used for the purpose of comparing with the method of hydraulic forces. The presented procedure eliminates some of the difficulties and uncertainties in current finite element procedures. Both methods proved to be in close agreement. Moreover, the hydraulic heads along the upper boundary of the artesian aquifer were found to be in close agreement with Dupuit's equation. The results of this investigation would greatly simplify the more complex management problems when the effects of discharge and/or recharge wells are added to the natural flow effects.     

从慧木碰撞谈地球安全

从慧木碰撞事件出发，根据小天体与地球相撞的史实，分析了小天体撞击地球的可能性及其效应，探讨了地球免遭个天体碰撞的可能对策。     

ASSESSMENT USING GIS AND SEDIMENT ROUTING OF THE PROPOSED REMOVAL OF BALLVILLE DAM,SANDUSKY RIVER,OHIO1

ABSTRACT: The proposed removal of Ballville Dam was assessed by (1) using a new Geographic Information Systems (GIS) based method for calculating reservoir sediment storage, (2) evaluating sediment properties and contamination from core data, and (3) assessing downstream impacts from sediment routing calculations. A 1903 (pre‐dam) map was manipulated using GIS to recreate the reservoir bathymetry at time of dam construction and used in combination with a detailed 1993 bathymetric survey to calculate sediment volumes and thickness. Reservoir sediment properties and geochemistry were determined from 14 sediment vibracores. Annual sedimentation rates varied from 1.7 to 4.3 g/cm²/yr based on Cesium‐137 (¹³⁷Cs) and Lead‐210 (²¹⁰Pb) geochronology and dated flood layers. The pore fluid geochemistry (Ba, Co, Cu, Mn) of four cores showed surficial enrichments in Cu, while Co and Mn show secondary peaks within the sediments. GIS calculations showed that a designed channel through the former reservoir able to accommodate the 10 percent Probable Maximum Flood (PMF) would require removing approximately 0.35 million m³ of sediment (27 percent of the reservoir fill), either by dredging at a cost of up to $6.3 million or by releasing fine grained sediment downstream. A sediment routing model was applied for the critical 6 km downstream using four cross sections. The sediment routing model predicts that, for flows exceeding minimum Mean Daily Flow (1924 to 1998 data), greater than 90 percent of this sediment would be transported through downstream reaches into Lake Erie (Sandusky Bay).     

高土石坝抗震性态分析与灾害对策研究

首先介绍了中国目前高土石坝建设现状,然后回顾了循环加荷动三轴测试技术、堆石料动力性质的研究、高土石坝动力反应分析方法和土石坝地震永久变形的研究进展,最后讨论了高土石坝抗震措施和土石坝地震安全评价及防灾对策专家系统的基本思路。     

稀土元素对富营养化水体中藻类增长的影响

利用藻类生长潜力测试方法,在太湖五里湖区水样中分别添加不同浓度轻,中、重３种稀土元素、Ｇｄ（Ⅲ）、Ｙ（Ⅲ）与３种稀土混合物,研究稀土元素对富营养化水体中藻类增长的影响。