FACILITATING REGIONAL SUSTAINABLE DEVELOPMENT THROUGH INTEGRATED MULTI-OBJECTIVE UTILIZATION, MANAGEMENT OF WATER RESOURCES IN THE LANCANG-MEKONG RIVER BASIN     

He Daming Centre for Environmental Evolution  Sustainable Development  Yunnan Institute of Geography  Kunming  China Hsiang te Kung Memphis University  TN  USA 《地理学报(英文版)》1997,(4)

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基于均值变点分析法的资源三号测绘卫星DSM水系自动提取研究——以云南省高海拔山区为例     

肖雨薇  葛莹  刘梦迪  雷兵  谭海 《地理信息世界》2016,(5)

水系自动提取是保证基础地理数据现势性的关键,而获得最佳集水面积阈值是提高水系提取精度的前提条件。集水面积阈值一般依靠定性分析的方法获取,采用均值变点分析法定量确定水系的集水面积阈值,可以满足基础地理数据精确性的要求。以云南省龙川江流域为研究区域,基于资源三号测绘卫星ZY-3 DSM和SRTM DEM两种数据,利用GIS工具分别提取该流域水系,再由均值变点分析法确定最佳集水面积阈值,并比较分析这两种水系的提取精度。研究结果表明:1随着集水面积阈值的增加,提取的水系密度减小且趋缓。ZY-3 DSM和SRTM DEM的最佳集水面积阈值分别是6.0 km~2和2.75 km~2;2在最佳集水面积阈值下,ZY-3 DSM提取的河流数比SRTM DEM多20.6倍,河流等级多2级,各级支流数为SRTM DEM的4.7~9.5倍不等,水系密度达到SRTM DEM的4.5倍;3与1:250 000水系数据相比,ZY-3 DSM和SRTM提取的河流点位平均相差395.23 m,RMSE为391.83 m。由此可见,利用均值变点分析法基于ZY-3 DSM提取的水系精度更高,完全满足测绘地理数据更新的现势性、准确性要求。  相似文献   

Assessing the dynamic stiffness of piled-raft foundations by means of a multiphase model     

《Computers and Geotechnics》2016

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Analysis of laterally loaded rigid monopiles and poles in multilayered linearly varying soil     

《Computers and Geotechnics》2016

A new method for calculation of head displacement and rotation of laterally loaded rigid monopiles and poles in multilayered heterogeneous elastic soil is presented. The analysis considers the soil as a layered elastic continuum in which the modulus vary linearly with depth within each layer. Rational pile and soil displacement fields are assumed, and the interaction between the pile and soil is taken into account by using the principle of virtual work. Two sets of equilibrium equations, one describing the pile displacement and rotation and the other describing the displacements in the soil, are obtained and solved analytically and numerically following an iterative algorithm. The new method produces pile responses as accurate as those obtained from three-dimensional finite element analysis but does not require any elaborate input for geometry and mesh.  相似文献   

Two-phase Material Point Method applied to the study of cone penetration     

《Computers and Geotechnics》2016

This paper presents numerical simulations of Cone Penetration Test (CPT) in water-saturated soft soils taking into account pore pressure dissipation during installation. Besides modelling interaction between soil skeleton and pore fluid, the problem involves large soil deformations in the vicinity of the penetrometer, soil–structure interaction, and complex non-linear response of soil. This makes such simulations challenging. Depending on the soil’s permeability and compressibility, undrained, partially drained or drained conditions might occur. Partially drained conditions are commonly encountered in soils such as silts and sand–clay mixtures. However, this is often neglected in CPT interpretation, which may lead to inaccurate estimates of soil properties. This paper aims at improving the understanding of the penetration process in different drainage conditions through advanced numerical analyses. A two-phase Material Point Method is applied to simulate large soil deformations and generation and dissipation of excess pore pressures during penetration. The constitutive behaviour of soil is modelled with the Modified Cam Clay model. Numerical results are compared with experimental data showing good agreement.  相似文献   

江西乐平市戴村生态环境健康风险评价     

陈龙  赵元艺  常玉虎 《地质论评》2016,62(S1):259-260

戴村位于江西省乐平市,长期受毗邻德兴矿集区内多个矿山开采产生的重金属污染的影响,矿山开采过程中,开采与选冶、矿山尾砂库堆积、露天废石厂淋滤和老窿洞等产生的废渣废水能携带大量重金属元素通过向土壤、地表水、地下水、及生物体中迁移,长此以往可造成严重的重金属污染,进而破坏地区生态环境（刘春阳等,2006;王晓亮等,2013;Liu Guannan et al.,2013;柳建平等,2014）  相似文献   

Processing Modflow在基坑疏干抽排水中的应用     

孙怀军  李连营  刘承磊 《世界地质》2016,35(2):549-558

以天津某基坑为研究对象,采用Processing Modflow数值模拟软件建立了地下水三维渗流与地面沉降耦合模型。模拟了基坑疏干抽排水在完成支护、止水帷幕施工条件下其周边地下水位和地面沉降的实时变化:即由于疏干抽排水引起的基坑周边约80 m内地下水水位降幅在0.90~82.15 cm之间,约80 m内地面沉降量在0.001~26.21 mm之间。模拟结果与后期监测数据吻合较好,能够较为真实的反映降水过程对周边环境的影响。  相似文献   

基于三维渗流模拟的坝基渗漏和渗透稳定分析——以哇沿水库为例          下载免费PDF全文

李铎  白云  魏爱华 《水文》2016,36(5):46-49

水库坝基渗漏不但损失水库蓄水量,更重要的会引起大坝渗透变形失去稳定。应用三维地下水流数值模拟计算坝基渗漏量和分析渗透稳定,较好地解决了周边与底面边界的不规则问题和垂向上地层的非均质问题,提高了计算精度。以青海省哇沿水库为例,在充分分析水库坝基水文地质条件的基础上,建立了坝基渗漏三维地下水流数值模型,模拟了设置不同深度防渗墙时的渗漏量和坝后出溢段水力坡度。评价了大坝的渗透稳定性,为防止哇沿水库发生渗透变形,设置防渗墙深度应大于50m。当防渗墙深度为50m时,水库渗漏量为12 012m~3/d。  相似文献   

松软突出煤层复合排渣钻进技术试验研究          下载免费PDF全文

郝永进  李乔乔  王毅  赵江鹏  董昌乐 《探矿工程》2016,43(6):22-25

为提高煤矿松软煤层瓦斯抽采钻孔施工深度和抽采效果,以中风压(0.7～1.2 MPa)复合排渣钻进技术为基础,采用不同规格的螺旋钻具组合配合相应的工艺参数进行现场试验,比较不同钻具组合的应用情况,选择适应松软突出煤层的最优钻具组合与配套工艺,达到高效施工全煤长钻孔的目的。  相似文献   

钻孔引发基坑管涌事故的分析与处理对策          下载免费PDF全文

虞利军  陶灵聪  苏华 《探矿工程》2016,43(9):72-74

地下室开挖与基础施工过程中,当坑底存在承压水,如设计考虑不周或施工方法不当,因钻孔穿透承压含水层等原因,将导致管涌发生。结合浙江宁波某基坑管涌处理工程实例,提出采用钢套管、高压旋喷桩、双液注浆的综合处理技术,实践证明,提出的技术可以有效处理类似事故。  相似文献