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31.
黄河水下三角洲沉积物强度变化原位测试研究 总被引:14,自引:8,他引:14
研究区位于1964~1976年黄河由刁口入海时形成的水下三角洲叶瓣上。1995年为石油开采在潮坪上构筑的交通设施对波浪形成良好的屏障。在屏障两侧各选一典型研究区,于1999年和2002年进行了大量对比性现场原位土工测试,探讨了波浪对黄河口沉积物的次生改造作用,结果表明:(1)较强的波浪荷载作用,不会提高海底沉积物的表层强度,只是导致不均匀程度随水动力作用的时间增长有所加大:(2)较强的波浪荷载作用,使得海底表层沉积物之下一定深度范围内土体强度提高,形成强度硬层:(3)海底沉积物强度沿着剖面线在平面上呈现周期性或间隔性变化。 相似文献
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Transformation of Residuals to Avoid Artifacts in Geostatistical Modelling with a Trend 总被引:1,自引:0,他引:1
Trend modelling is an important part of natural resource characterization. A common approach to account for a variable with a trend is to decompose it into a relatively smoothly varying trend and a more variable residual component. Then, the residuals are stochastically modelled independent of the trend. This decomposition can result in values outside the plausible range of variability, such as grades below zero or ratios that exceed 1.0. We transform the residuals conditional to the trend component to explicitly remove these complex features prior to geostatistical modelling. Back transformation of the modelled residual values allows the complex relations to be reproduced. A petroleum-related application shows the robustness of the proposed transformation. Furthermore, a mining application shows that when this conditional transformation is applied to the original variable, instead of the residual, simulated values are assured to be nonnegative. 相似文献
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基于RS和GIS的农业土地利用污染分析 总被引:1,自引:0,他引:1
农业已被确认为地表和地下水最主要的非点源污染源,而土地利用方式又是影响非点源污染的关键性因素。大规模的土地利用与开发、化肥与农药用量的增加、规模养殖业的发展、生活垃圾的增加等,这些非点污染源严重威胁水体质量,进而影响到人们的生活。为了更好地预测和控制、管理非点源污染,必须研究其负荷定量化问题。本文从以上几方面入手,讨论了非点源污染与农业土地利用方式之间的关系,利用组件GIS技术,以网格为评价单元,实现非点源污染负荷的定量计算及可视化分析。文章最后以上海市松江区作为研究区域,对该区的污染情况进行了分析。 相似文献
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A. Demoulin J. Campbell A. De. Wulf A. Muls R. Arnould B. Görres D. Fischer T. Kötter M. Brondeel D. Van. Damme J. M. Jacqmotte 《International Journal of Earth Sciences》2005,94(4):515-524
We present the HARD project of GPS monitoring of vertical ground motion in NE Ardenne and Eifel (western Europe). Its main purposes are to get a better insight into the present-day rates of vertical ground motion in intraplate settings and to identify the various causes of these motions. Since 1999, we have carried out yearly campaigns of simultaneous GPS measurements at 12 sites situated so as to sample the different tectonic subunits of the study area and especially to record potential displacements across the seismogenic Hockai fault zone. Five campaigns (1999–2003) have been processed currently. Key issues of the data processing with the Gamit software are discussed and first results are presented. Though temporally consistent in many cases, the obtained vertical motion rates are spatially highly variable. They are also much too high (several mm/year) to support a tectonic interpretation, and a long-term influence of groundwater level variations is proposed to account for the observed motions. This influence should be distinguished from seasonal variations and from inter-survey variations linked to the varying degree of soil and subsoil drying off during the successive spring surveys. 相似文献
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利用可见光/近红外反射光谱估算土壤总氮含量的实验研究 总被引:25,自引:0,他引:25
利用土壤的室内反射率光谱,探讨土壤氮元素的高光谱机理。利用土壤光谱各吸收带的特征参数与总氮含量进行逐步回归运算,确定与氮元素关系比较密切的几个吸收带。计算出这几个特征吸收带内土壤反射率的变化形式:一阶导数(FDR)、倒数(1/R)、倒数之对数(log(1/R))、波段深度(Depth),并与总氮含量进行逐步回归分析,得到比较理想的结果:建模样本的Ra^2(修正的判定系数)分别为0.789、0.753、0.736、0.699,验证样本的Ra^2分别为0.759、0.468、0.794、0.725。可见土壤的反射率光谱与氮元素含量之间存在比较明显的相关性,可见光/近红外反射光谱具有快速估算土壤中氮元素含量的潜力。 相似文献
40.
Semi‐analytical solution to one‐dimensional consolidation for unsaturated soils with semi‐permeable drainage boundary under time‐dependent loading
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This paper presents semi‐analytical solutions to Fredlund and Hasan's one‐dimensional consolidation of unsaturated soils with semi‐permeable drainage boundary under time‐dependent loadings. Two variables are introduced to transform two coupled governing equations of pore‐water and pore‐air pressures into an equivalent set of partial differential equations, which are easily solved by the Laplace transform. The pore‐water pressure, pore‐air pressure and settlement are obtained in the Laplace domain. Crump's method is adopted to perform the inverse Laplace transform in order to obtain semi‐analytical solutions in time domain. It is shown that the present solutions are more general and have a good agreement with the existing solutions from literatures. Furthermore, the current solutions can also be degenerated into conventional solutions to one‐dimensional consolidation of unsaturated soils with homogeneous boundaries. Finally, several numerical examples are provided to illustrate consolidation behavior of unsaturated soils under four types of time‐dependent loadings, including instantaneous loading, ramp loading, exponential loading and sinusoidal loading. Parametric studies are illustrated by variations of pore‐air pressure, pore‐water pressure and settlement at different values of the ratio of air–water permeability coefficient, depth and loading parameters. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献