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1.
硫氧同位素示踪污染物来源在济南岩溶水中的应用 总被引:1,自引:0,他引:1
近年来,济南岩溶水硫酸盐浓度逐年升高,为了对硫酸盐污染区域实施有效的防治措施,保障饮用水安全,识别硫酸盐的污染来源极其重要。在系统分析研究区水文地质条件的基础上,根据实际的采样测试数据,采用硫、氧(S、O)双同位素示踪技术,分析识别了济南趵突泉泉域硫酸盐的主要污染来源,并通过IsoSource质量守恒模型,估算了硫酸盐各污染来源的贡献率。结果表明: 泉域内硫酸盐主要污染来源有大气沉降、污水和土壤; 大气沉降来源贡献率最大,均值达到53.9%; 其次是污水来源,均值为31%; 土壤来源贡献率最小,均值为15.1%。该研究为北方岩溶区地下水硫酸盐来源的定量研究提供了一种新方法,为济南趵突泉泉域硫酸盐污染防治提供了科学依据。 相似文献
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采用SeismoStruct软件建立有限元模型对某汽轮发电机组弹簧隔振基础进行时程分析,研究弹簧隔振基础的频率振型和地震响应、层间变形、弹簧变形等特性。研究表明,弹簧隔振基础的自振频率较低,竖向自振频率远离机组工作扰频;弹簧隔振装置能够在地震作用时减小台板加速度反应,并根据刚度重新分配水平地震作用,充分发挥立柱的抗震能力。结果表明基础设计符合《建筑抗震设计规范》标准,达到了弹簧隔振抗震的目标,基础设计合理、安全可靠。SeismoStrcut作为有限元分析软件,对汽机基础的模拟能够达到工程需要。 相似文献
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胶东半岛蕴藏着丰富的低温地热资源,以温泉为主要出露方式。洪水岚汤温泉位于胶东半岛东部威海市境内,出露在阳泉河北岸的一级阶地,出露标高为66. 83 m,水温约69℃,下伏基岩为侏罗纪二长花岗岩。为查明其水化学特征及成因,本文采用同位素水文地球化学方法进行研究。水化学成分表明:温泉水中主要阳离子为Na~+,主要阴离子为HCO_3~-、SO_4~(2-),水化学类型为HCO_3·SO_4~-Na,pH值为7. 6,总溶解性固体为610. 6 mg/L,F~-含量为4. 2 mg/L,偏硅酸含量为98. 8 mg/L。氢、氧同位素分析结果显示:温泉热水补给来源为大气降水,估算温泉热水补给高程为427~599 m,地下热储温度约为106. 25℃,地下热水循环深度约为2091 m。综合分析洪水岚汤温泉成因模式为:在正棋山山区获得大气降水入渗补给后,沿F1断裂破碎带下渗经历深循环获得大地热流加热后上升,上升过程中混入浅层地下水,在第四系静水压力最小的部位出露成泉。 相似文献
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研究天然盐泉的形成有助于揭示陆地水文循环过程中的物质迁移。采用水文地球化学的方法,分析四川省盐源县的9个泉水和卤水水样的水化学特征和同位素特征,探讨盐泉的溶质来源,总结盐泉的成因模式。水样可以分为TDS为311.69 g/L的Cl-Na型卤水、TDS为55.77~89.43 g/L的Cl-Na型盐泉、TDS为1.17 g/L的Cl-Na型微咸泉和TDS为0.26~0.56 g/L的以HCO3-Ca、HCO3·SO4-Ca·Mg型为主的淡水泉。泉水和卤水的氢氧同位素显示其来源于大气降水;水样的特征系数显示盐泉和卤水都属于溶滤型,且指示研究区基本不具有找钾前景。泉水的盐分主要来源于石盐、方解石、石膏和白云石等矿物的溶滤。盐泉的形成模式可以概括为:在山区获得大气降水入渗补给后,地下水经历较浅和较深的地下径流并且溶滤含盐地层或者盐矿,使其矿化度升高,在地形较低处汇集出露地表成泉。 相似文献
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Design,simulation, and large‐scale testing of an innovative vibration mitigation device employing essentially nonlinear elastomeric springs 下载免费PDF全文
Jie Luo Nicholas E. Wierschem Larry A. Fahnestock Billie F. Spencer Jr. D. Dane Quinn D. Michael McFarland Alexander F. Vakakis Lawrence A. Bergman 《地震工程与结构动力学》2014,43(12):1829-1851
This study proposes an innovative passive vibration mitigation device employing essentially nonlinear elastomeric springs as its most critical component. Essential nonlinearity denotes the absence (or near absence) of a linear component in the stiffness characteristics of these elastomeric springs. These devices were implemented and tested on a large‐scale nine‐story model building structure. The main focus of these devices is to mitigate structural response under impulse‐like and seismic loading when the structure remains elastic. During the design process of the device, numerical simulations, optimizations, and parametric studies of the structure‐device system were performed to obtain stiffness parameters for the devices so that they can maximize the apparent damping of the fundamental mode of the structure. Pyramidal elastomeric springs were employed to physically realize the optimized essentially nonlinear spring components. Component‐level finite element analyses and experiments were conducted to design the nonlinear springs. Finally, shake table tests using impulse‐like and seismic excitation with different loading levels were performed to experimentally evaluate the performance of the device. Experimental results demonstrate that the properly designed devices can mitigate structural vibration responses, including floor acceleration, displacement, and column strain in an effective, rapid, and robust fashion. Comparison between numerical and experimental results verified the computational model of the nonlinear system and provided a comprehensive verification for the proposed device. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
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A nonstationary extreme value distribution for analysing the cessation of karst spring discharge 下载免费PDF全文
Yan Liu Yonghong Hao Yonghui Fan Tongke Wang Xueli Huo Youcun Liu Tian‐Chyi J. Yeh 《水文研究》2014,28(20):5251-5258
The effects of climate change and population growth in recent decades are leading us to consider their combined and potentially extreme consequences, particularly regarding hydrological processes, which can be modeled using a generalized extreme value (GEV) distribution. Most of the GEV models were based on a stationary assumption for hydrological processes, in contrast to the nonstationary reality due to climate change and human activities. In this paper, we present the nonstationary generalized extreme value (NSGEV) distribution and use it to investigate the risk of Niangziguan Springs discharge decreasing to zero. Rather than assuming the location, scale, and shape parameters to be constant as one might do for a stationary GEV distribution analysis, the NSGEV approach can reflect the dynamic processes by defining the GEV parameters as functions of time. Because most of the GEV model is designed to evaluate maxima (e.g. flooding, represented by positive numbers), and spring discharge cessation is a ?minima’, we deduced an NSGEV model for minima by applying opposite numbers, i.e. negative instead of positive numbers. The results of the model application to Niangziguan Springs showed that the probability of zero discharge at Niangziguan Springs will be 1/80 in 2025, and 1/10 in 2030. After 2025, the rate of decrease in spring discharge will accelerate, and the probability that Niangziguan Springs will cease flowing will dramatically increase. The NSGEV model is a robust method for analysing karst spring discharge. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
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In this work, the elastic buckling of porous solids was investigated using a lattice spring model (LSM). The capability of the LSM to solve elastic buckling problems was comprehensively verified by comparing well-established numerical and analytical solutions. Following this, the buckling of a porous solid was studied, in which two porous structures were considered, ie, the random porous model and the Voronoi porous model. The results reveal that both the porosity and the shape of the pores influence the elastic buckling bearing capacity of the porous solid. Finally, the mechanical responses of a porous solid with an extra high porosity (0.85) were numerically investigated. Our numerical results demonstrated that the nonlinear elastic response of the porous solid might come from its mesoscale elastic buckling. This work shows the ability and promise of using the LSM as a fundamental numerical tool for the deep investigation of the buckling mechanical behavior of porous solids. 相似文献