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41.
Dynamic response of a pile considering the interaction of pile variable cross section with the surrounding layered soil 下载免费PDF全文
Assuming that the pile variable cross section interacts with the surrounding soil in the same way as the pile toe does with the bearing stratus, the interaction of pile variable cross section with the surrounding soil is represented by a Voigt model, which consists of a spring and a damper connected in parallel, and the spring constant and damper coefficient are derived. Thus, a more rigid pile–soil interaction model is proposed. The surrounding soil layers are modeled as axisymmetric continuum in which its vertical displacements are taken into account and the pile is assumed to be a Rayleigh–Love rod with material damping. Allowing for soil properties and pile defects, the pile–soil system is divided into several layers. By means of Laplace transform, the governing equations of soil layers are solved in frequency domain, and a new relationship linking the impedance functions at the variable‐section interface between the adjacent pile segments is derived using a Heaviside step function, which is called amended impedance function transfer method. On this basis, the impedance function at pile top is derived by amended impedance function transfer method proposed in this paper. Then, the velocity response at pile top can be obtained by means of inverse Fourier transform and convolution theorem. The effects of pile–soil system parameters are studied, and some conclusions are proposed. Then, an engineering example is given to confirm the rationality of the solution proposed in this paper. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
42.
River evaporation,condensation and heat fluxes within a first‐order tributary of Catamaran Brook (New Brunswick,Canada) 下载免费PDF全文
Daniel Caissie 《水文研究》2016,30(12):1872-1883
Stream temperature plays an important role in many biotic and abiotic processes, as it influences many physical, chemical and biological properties in rivers. As such, a good understanding of the thermal regime of rivers is essential for effective fisheries management and the protection aquatic habitats. Moreover, a thorough understanding of underlying physical processes and river heat fluxes is essential in the development of better and more adaptive water temperature models. Very few studies have measured river evaporation and condensation and subsequently calculated corresponding heat fluxes in small tributary streams, mainly because microclimate data (data collected within the stream environment) are essential and rarely available. As such, the present study will address these issues by measuring river evaporation and condensation in tributary 1 (Trib 1, a small tributary within Catamaran Brook) using floating minipans. The latent heat flux and other important fluxes were calculated. Results showed that evaporation was low within the small Trib 1 of Catamaran Brook, less than 0.07 mm day?1. Results showed that condensation played an important role in the latent heat flux. In fact, condensation was present during 34 of 92 days (37%) during the summer, which occurred when air temperature was greater than water temperature by 4–6 °C. Heat fluxes within this small stream showed that solar radiation dominated the heat gains and long‐wave radiation dominated the heat losses. © 2015 Her Majesty the Queen in Right of Canada. Hydrological Processes. © 2015 John Wiley & Sons, Ltd. 相似文献
43.
Inverse modelling using PS‐InSAR data for improved land subsidence simulation in Las Vegas Valley,Nevada 下载免费PDF全文
Las Vegas Valley has had a long history of groundwater development and subsequent surface deformation. InSAR interferograms have revealed detailed and complex spatial patterns of subsidence in the Las Vegas Valley area that do not coincide with major pumping regions. This research represents the first effort to use high spatial and temporal resolution subsidence observations from InSAR and hydraulic head data to inversely calibrate transmissivities (T), elastic and inelastic skeletal storage coefficients (Ske and Skv) of the developed‐zone aquifer and conductance (CR) of the basin‐fill faults for the entire Las Vegas basin. The results indicate that the subsidence observations from InSAR are extremely beneficial for accurately quantifying hydraulic parameters, and the model calibration results are far more accurate than when using only groundwater levels as observations, and just a limited number of subsidence observations. The discrepancy between distributions of pumping and greatest levels of subsidence is found to be attributed to spatial variations in clay thickness. The Eglington fault separates thicker interbeds to the northwest from thinner interbeds to the southeast and the fault may act as a groundwater‐flow barrier and/or subsidence boundary, although the influence of the groundwater barrier to this area is found to be insignificant. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
44.
A 3D discrete FEM iterative algorithm for solving the water pipe cooling problems of massive concrete structures 下载免费PDF全文
Water pipe cooling has been widely used for the temperature control and crack prevention of massive concrete structures such as high dams. Because both under‐cooling and over‐cooling may reduce the efficiency of crack prevention, or even lead to great harm to structures, we need an accurate and robust numerical tool for the prediction of cooling effect. Here, a 3D discrete FEM Iterative Algorithm is introduced, which can simulate the concrete temperature gradient near the pipes, as well as the water temperature rising along the pipes. On the basis of the heat balance between water and concrete, the whole temperature field of the problem can be computed exactly within a few iteration steps. Providing the pipe meshing tool for building the FE model, this algorithm can take account of the water pipe distribution, the variation of water flow, water temperature, and other factors, while the traditional equivalent algorithm based on semi‐theoretical solutions can only solve problems with constant water flow and water temperature. The validation and convergence are proved by comparing the simulated results and analytical solutions of two standard second‐stage cooling problems. Then, a practical concrete block with different cooling schemes is analyzed and the influences of cooling factors are investigated. In the end, detailed guidance for pipe system optimization is provided. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
45.
基于1992~2016年4个时相的遥感数据, 对盐城滨海川东港至梁垛河口岸段进行景观分类, 分析湿地植被类型及分布, 借助转移矩阵法探究滨海湿地植被的时空演变。结果表明: 茅草、芦苇、碱蓬, 米草为川东港至梁垛河口段主要湿地植被类型。1992~2016年植被总面积减少, 其中茅草几近消失殆尽; 芦苇、碱蓬面积持续缩减; 米草面积大幅增长。1992~2000年植被面积快速缩减, 大面积的茅草碱蓬地被开发为耕地; 2000~2009年养殖塘侵占湿地植被, 规模剧增。2009~2016年, 米草向海方向扩张的同时靠陆侧转变为养殖塘。川东港至梁垛河口的植被演变是自然和人为共同作用的结果。一方面受淤积型海岸影响, 另一方面受政策引导下的各类滩涂开发活动, 及互花米草的引种所带来的快速扩散的影响。本文研究结果为盐城滨海湿地管理与可持续发展提供理论参考。 相似文献
46.
Metamorphic veining and mass transfer in a chemically closed system: a case study in Alpine metabauxites (western Vanoise) 总被引:2,自引:0,他引:2
B. GOFFÉ F. BRUNET C. POINSSOT O. VIDAL N. FINDLING D. MENUT 《Journal of Metamorphic Geology》2011,29(3):275-300
In western Vanoise (French Alps), karstic pockets of Triassic‐to‐Jurassic metabauxites embedded in carbonate rocks and containing several generations of metamorphic veins were studied. During blueschist facies metamorphism, a cumulative amount of ~13 vol% of water is inferred to have been produced locally by successive dehydration reactions, and part of this fluid remained in the bauxitic lenses during most of the metamorphic cycle. Field and geochemical evidence show that these rocks have been isolated from large‐scale fluid flow (closed‐system behaviour). It is proposed that the internally derived fluid has promoted the opening of fluid‐filled open spaces (as attested by the euhedral habits of vein minerals) and served as medium for mass transfer from rock to vein. Indeed, the vein infill is obviously the result of chemical interactions, at the millimetre‐to‐centimetre scale, between the rock minerals and the locally produced aqueous fluid. Two vein types can be distinguished based on mineralogical and textural features: (i) some veins are filled with newly formed products of either prograde (chloritoid) or retrograde (chlorite) metamorphic reactions; in this case, fluid‐filled open spaces seem to offer energetically favourable nucleation/growth sites; (ii) the second vein type is infilled with cookeite or pyrophyllite, that were present in the host rock prior to the vein formation. In this closed chemical system, the components for the vein infill minerals have been transferred from rock to vein through the fluid, in a dissolution–transport–precipitation process, possibly stress‐assisted. These different vein generations all contain Al‐rich mineral infills, suggesting that Al was a mobile element (cm scale) during metamorphism. In these HP rocks, fluid flow may have been restricted, and if so mass transfer occurred by diffusion in an almost stagnant fluid. Metamorphic veins can be seen as witnesses of fluid and mass redistribution that partly accommodate the rock deformation (lateral segregation). 相似文献
47.
伸展断陷中的变换构造分析 总被引:3,自引:0,他引:3
变换构造分析对于研究伸展断陷盆地的构造格局与油气分布具有重要的意义。在前人研究成果和近年来渤海湾盆地大量地震反射剖面解释的基础上,讨论了变换构造研究中一些有争议和有意义的问题。(1)对变换构造研究中采用的术语,诸如分段构造、变换构造、传递带、调节带和转换带重新进行了定义,并阐述了其基本概念。(2)根据侧列控凹主断层之间连接方式的不同,提出了一个新的分类方案,首先将变换构造划分为传递带、调节带和转换带3类,而后考虑每类变换构造特有的标志细分为若干亚类。(3)传递带和调节带的形成机制一般与侧列的控凹断层位移量沿其走向均匀变化有关。在断层中段位移量最大,在其末端,位移量减至最小。传递带和调节带形成于断层末端,然而,由于侧列断层叠覆程度的差异、位移量是否守恒、断层的倾向状况以及平面上侧列断层末端之间的横向距离等诸多因素,从而产生传递带或者是调节带以及与之有关的多种多样的变换构造样式。与传递带和调节带不同,转换带以连接不同伸展构造段的转换断层为特征,推测其形成是由于地壳伸展速率的巨大差异所致。 相似文献
48.
49.
土地利用变化对延安市生态服务价值的影响 总被引:2,自引:0,他引:2
利用延安市2001-2007年土地利用基础数据,计算土地利用动态度,并在Costanza生态系统服务价值理论基础上,结合谢高地等的中国生态系统生态服务价值当量因子表,计算出延安不同生态系统单位面积生态服务价值。并依此尝试计算延安市2001年至2007年延安市生态系统服务价值量。研究发现,2007延安市的生态系统服务价值将达到424.28亿元,比2001年增加28.79亿元,增长率为7.28%;各种土地利用方式的生态系统服务价值的敏感性指数(CS)均小于1,表明其对生态系统的价值变化是缺乏弹性的。 相似文献
50.