基于RUSLE模型的东江源区土壤侵蚀时空变化分析

研究东江源区土壤侵蚀对于加强东江流域的生态环境保护和建设,提高粤港地区的用水安全,保证粤港地区的繁荣、稳定发展意义重大。基于1995—2020年的降雨数据、土壤数据、DEM数据和Landsat影像数据,采用RS、GIS技术以及RUSLE模型定量分析东江源区土壤侵蚀时空特征。结果表明：(1)东江源区土壤侵蚀以微度和轻度侵蚀为主,严重侵蚀区域主要分布在源区东南部,果园和矿区等的开发使得局部区域侵蚀加剧。(2)1995—2020年,土壤侵蚀程度总体有所下降,微度以上侵蚀面积共减少了10.19%,土壤侵蚀模数下降了57.75%。其中2008年土壤侵蚀模数最大,达到2397.13 t · (km² · a)^-1,2020年土壤侵蚀模数最小,为669.47 t · (km² · a)^-1。(3)近26 a以来,东江源区土壤侵蚀改善区域的面积达到16.52%,侵蚀加剧区为4.28%,以矿区侵蚀加剧情况最为明显。(4)源区内土壤侵蚀较严重区域主要发生在矿区、裸地、耕地和果园区,矿产资源的过度开采、不合理的农业耕作方...     

多尺度分割与特征优选下的盐碱地提取

土地盐渍化作为一种土壤灾害,严重制约着社会经济与农业的发展。对盐碱地进行实时监测,可为盐碱地的评价改良提供科学依据。由于盐碱地的信息复杂、提取精度不高,因此本文以高分六号(GF-6)卫星遥感影像为数据源,采用分形网络演化算法(fractal net evolution approach,FNEA)进行影像对象的多尺度分割,从面向对象的角度减少高分影像分类结果中的椒盐噪声问题,通过计算图像对象的局部方差和变化率来确定适宜的盐碱地分割尺度。利用基于特征选择的相关性算法(correlations-based feature selection,CFS)与Relief F算法分别对由光谱、纹理、形状、遥感指数构成的初始特征空间进行特征优选,精简特征子集,解决特征数量冗余问题,以此来优化随机森林对盐碱地提取精度。结果表明:CFS约简后的特征子集更小,精度更高,说明在盐碱地提取过程中,筛选特征数目能够减小冗余数据对提取精度的影响。CFS优化后的随机森林对盐碱地的提取效果较好,该方法总体分类精度达到83.7%。     

土壤含水层处理出水的回用健康风险评价

通过土壤柱实验,研究了土壤含水层处理工艺对污水处理厂二级处理出水的处理效果。初步讨论了土壤含水层处理工艺对各种污染物的去除机理,并评价了不同回用途径再生水对人体的健康风险。研究结果表明:土壤含水层处理工艺能够有效去除二级处理出水中的有机物和重金属离子,对大肠菌和粪大肠菌的去除率大于99.9%。健康风险评价结果显示:再生水的健康风险主要来自致癌物质,终生致癌风险在10-6数量级,而非致癌物质的健康危害风险在10-9数量级。     

New Metal Emission Patterns in Road Traffic Environments

The increased awareness of traffic as a major diffuse metal emission source emphasizes the need for more detailed information on the various traffic-related sources and how and where the metals are dispersed. In this study, metal emission patterns in the road traffic environment were examined from the perspective of different surrounding factors, e.g. the importance of intersections, deceleration, vehicle speed and traffic density. A total of 148 topsoil samples from 18 south Swedish roads were analysed (using GFAAS) for traffic-emitted metals, i.e. Cd, Cr, Cu, Ni, Pb, Sb and Zn. The roadside topsoil metal concentrations were used to examine correlations between metals and surrounding factors. The studied metals were divided into three groups corresponding to different emission sources: metals from decelerating activities (Cu, Sb and Zn), metals as historical residues from the combustion of petrol (Pb and Cd), and non-source-specific metals (Cr and Ni). It was found that Cu and Sb, despite their rather short history as traffic-emitted metals, have increased more than eightfold in roadside soils compared to background levels. The major source of road traffic related Cu and Sb is brake linings. The significant increase of Cu and Sb in roadside topsoil stresses the need for metal transport studies as well as effect studies of these metals. Metals emitted due to decelerating activities were not correlated to elevated concentrations near road junctions. Emission patterns of traffic-related metals alongside roads are crucial in order to be able to evaluate the optimal localization of storm water treatment ponds.     

An Automated Technique for Delineating and Characterizing Valley-Bottom Settings

Accurate delineation and characterization of valley-bottom settings is crucial to the assessment of the biological and geomorphological components of riverine systems; yet, to date, most valley-bottom mapping endeavors have been done manually. To improve this situation, we developed automated techniques in a Geographic Information System (GIS) for delineating and characterizing valley-bottom settings in river basins ranging in size from approximately 1,000–10,000 km². All procedures were developed with ARC/INFO GIS software and fully automated in Arc Macro Language (AML). The GRID module is required for valley-bottom delineation and slope calculations; whereas characterization (i.e., measuring the width of the valley-bottom zone) requires Coordinate Geometry (COGO) in the ARCEDIT module. The process requires three inputs: a polygon coverage of the analysis area; an arc coverage of its hydrography, and a grid representing its digital elevation. The AML is designed to operate within a wide range of computer memory/disk space options, and it allows users to customize several procedures to match the scale and complexity of a given analysis area with available computer hardware.     

地基弹性参数对于长型大截面地下结构横向自由振动的影响

自由振动分析是地下结构地震动力响应分析的基础.本文利用笔者先前得到的长型地下结构的自由振动方程,研究了地基弹性参数对地下结构自由振动的影响.由分析可以看出,随着地基弹性参数值的增加,结构中波速值总的趋势是增加,但是温克尔地基参数对结构中波速的影响远大于第二地基参数的影响;地下结构振动频率总的趋势是随着温克尔地基参数(k...     

考虑非饱和特性的黄土湿陷性与微观结构分析

利用扫描电子显微镜测试技术对3个场地16个土样的微观结构进行观测,并使用图像处理软件对微观图像进行处理、对土样孔隙的几何特征参数和分维数进行了提取,土样孔隙分布分维数为1.816~1.936。利用分形几何学原理建立非饱和土的孔隙分布函数,对天然湿度下黄土中水分分布进行分析,运用回归分析的方法对孔隙的分维数、非饱和孔隙孔隙率和湿陷性的关系进行了分析。结果表明:孔隙分维数越大,孔隙结构越复杂;天然湿度下处于非饱和状态的黄土孔隙孔径均大于40μm,黄土的湿陷系数随着孔隙分维数、非饱和孔隙孔隙率的增大而增大,非饱和孔隙是造成黄土湿陷的主要原因。     

GIS环境下大区域工程场地地震液化势的二维概率评价方法

用具有概率意义的饱和砂土抗液化强度经验公式来对大区域场地进行地震液化势二维概率评价;在GIS软件ArcGIS的支持下,将取样钻孔处的液化势评价结果等价于数字高程模型(Digital Elevation Model,DEM)中的高程,利用ArcGIS空间分析模块中的Kriging插值法估计大区域场地的地震液化范围。研究表明:将Kriging法应用于岩土工程地质特征的统计推断,有助于揭示勘探孔以外的地层信息,对于大区域场地地震液化范围的判别是一个较好的手段;利用ArcGIS空间分析模块中的Kriging法,通过已勘察点的信息(液化势)来估计未勘测点的土层液化势,能够较好地区划出场地地震液化势的空间分布特征。     

云南粉土的动力特性试验研究

粉土是一种具有特殊工程性质的土,由粉土液化引起的工程震陷造成的危害极大。根据云南粉土的室内共振柱试验,得到了归一化处理后的G/Gm ax~γ/rγ和D~γ曲线,并运用修正后的双曲线模型进行了拟合分析。根据室内振动三轴试验,得出不同固结比和不同固结压力下的土的动强度与振动次数的试验曲线,发现动强度与破坏振次间符合较好的乘幂关系,动强度与固结比之间符合较好的二次抛物线关系;分析不同围压下孔压与破坏振次的试验曲线规律,发现可以用指数函数进行拟合。结果可供该类土的动力特性研究参考。     

膨胀土地基中大比例模型桩浸水试验研究

通过对埋设在膨胀土地基中的一试桩的长时间浸水试验观测，模拟了自然降雨气候条件下单桩位移、沿桩身轴力、侧摩阻力分布、地基胀缩及其时间变化等基桩一系列工作性状和桩-土共同作用规律。试验结果显示：桩顶位移呈现出先下沉后回升并最后趋于稳定的3阶段特征；桩身全长受拉，轴力沿桩身分布呈“波峰”形态。基桩的最大轴力位于桩的中下部，轴力峰值历经由小到大的过程；中性点在浸水过程中，其位置有从桩下部上移的现象；桩侧摩阻力与桩端阻力荷载分担比随时间呈现出先减小后增大并渐趋稳定的3阶段特征。研究结果对膨胀土地基中的桩基设计和施工提供了理论依据。