一种基于嫦娥一号CCD影像的影像匹配方法

月球测绘是完成月球探测任务的基础保障。这里提出了一种适合于CE-1获取的CCD影像的多尺度约束自动匹配方法。首先利用SURF算子提取影像上特征点;然后进行基于准核线和最小欧式距离约束的影像匹配;最后采用随机采样算法对误匹配点进行剔除而得到同名点信息。实验结果表明,该匹配方法提取的同名点有利于CE-1月球影像DEM的生成。     

旅游网站信息流距离衰减形态分异特征及其与网站功能的关系

应用10个样本旅游网站日均访问量的空间分布数据及网站功能资料,对样本旅游网站日均访问量与实际距离进行空间关系逆曲线拟合,进行距离衰减形态分异及其与网站功能相关性的研究。结果发现:1)旅游网站信息流距离衰减形态具有显著的波动性分异特征和地方性分异特征,随着旅游网站信息流距离衰减波动性分异特征从显著性到不显著性的变化,其距离衰减程度依次增强,其逆曲线衰减的符合程度依次上升;而随着旅游网站信息流距离衰减地方性分异特征由显著性到不显著性的变化,其距离衰减程度依次减弱,其逆曲线衰减的符合程度依次下降。表明不同网站间信息流距离衰减存在多样性变化。2)旅游网站信息流距离衰减形态的分异特征与旅游网站的主要功能之间关系密切:信息发布为主兼有预订功能的旅游网站距离衰减形态较为复杂;预订为主兼有信息发布的旅游网站和论坛为主的旅游网站距离衰减形态基本一致,波动性较小、地方性显著;政务为主的旅游网站距离衰减形态表现为波动性较大、地方性不显著的特征。依据旅游网站信息流距离衰减形态的规律,可指导旅游网站服务功能的建设和组织不同距离上的旅游流。     

中国城市场强格局演化及空间自相关特征

将城市场强与空间自相关结合起来,研究中国661个城市辐射场强和城市间的互动关联强度。从场强看,北京、上海、广州等超大城市辐射作用增长迅速,已形成全国性的辐射圈层结构;围绕沿海特大城市及武汉、郑州、重庆、成都等中西部的区域中心城市,已具备孵化若干区域级城市群的城市化土壤;在地区尺度范围,全国大量地区性中心城市所形成的辐射场强,则培育了都市区发育的城市化土壤。从互动关联强度看,沿海地区城市间相互作用和互动关联性明显高于内陆地区,不仅促进了珠三角、长三角、环渤海等超级城市群的日趋成熟,而且推动辽中南、山东半岛等次级城市群发展壮大。然而,内陆地区大部分城市目前还处于相对孤立发展状态,城市间互动关联性较弱,城市群发育潜力尚未得到真正激发。     

基于累积相似度表面的空间权重矩阵构建方法

将地理要素相似度定义为属性相似度与空间相似度,提出累积相似度表面的概念,引入曲线演化理论和快速行进方法生成累积相似度表面,构建空间权重矩阵。通过趋势面模拟数据与ASTER GDEM数字高程模型数据的实验分析证明,相比于利用欧氏距离等距离测度方法,通过累积相似度表面构建的空间权重矩阵综合考虑了地理要素的属性相似度与空间相似度,体现了地理要素的局部空间特征,能够更为准确地描述地理要素空间特征变化趋势。     

Theoretical Derivation of a Peak Particle Velocity–Distance Law for the Prediction of Vibrations from Blasting

I would like to suggest a theoretical justification for the mathematical structure of some laws for predicting the maximum particle velocity vibration from blasting operations in the light of some basic notions of elastic and anelastic wave theory. Within this point of view, in dimensionally correct expressions, the terms pertaining to the rock, to the blast and to the seismic wave become evident and recognisable. A law is presented that can be used to forecast the maximum particle velocity on the basis of some blast design and rock parameters. Four tests of the proposed law performed with real data sets seem to confirm fairly well its reliability.     

The safety distance of a tunnel under-traversing a slope body with a landslide-prone zone

At present, substantial scientific research achievements have been made in the research on landslide occurrence, movement mechanism, mitigation measures, and structural stability during tunnel excavation. However, the interaction mechanism of a tunnel under-traversing a slope body with potential landslides is still not well understood. Based on the field data provided by previous investigations in the study area, six sets of 1:100 laboratory experiment model tests were conducted to study the stability of the landslide-prone zone of the slope body with an under-traversing tunnel. The selected distances between the tunnel and the sliding surface are 1.5, 3, and 5 times of the tunnel diameter, respectively. The experiment results show the interaction between the landslide-prone zone and the tunnel, elucidating the effect of potential landslides during the tunnel excavation process and the reaction of the landslide slip on the tunnel structure. Several conclusions are obtained: ① During the process of tunnel excavation, the vertical displacement of the tunnel vault decreases with the increase of the buried depth. ② The vertical displacement of the sliding surface increases with the increase of the buried depth of the tunnel. The horizontal displacement of sliding surface decreases with the increase of the buried depth. ③ After the occurrence of a rainfall-induced landslide, the vertical displacement of the tunnel vault in the 1.5-diameter-distance case is 57.29% greater than that in the 3.0-dismeter-distance case.④ For a two-cave tunnel, it is suggested that the cave farther from the landslide toe should be firstly excavated since it may generate less structural deformation.     

Dependence of the Characteristics of Solar Wind Discontinuities and Shocks with Heliolatitude and Radial Distance

The distribution of the shocks in the heliosphere and their characteristic variations are investigated using Ulysses observations. The jumps in solar wind velocity, IMF magnitude, and proton density across the shocks and discontinuities are evaluated and used to characterize them. The distribution of these discontinuities with respect to heliolatitude ± 80° and with radial distance 1 to 5 AU are analyzed during solar minimum and solar maximum to understand their global behavior. It is noticed that the jumps in solar wind parameters associated with shocks and discontinuities are more prominent during the second orbit of Ulysses, which coincided with the maximum phase of solar activity.     

岩质滑坡−碎屑流的运动距离计算公式研究

滑坡?碎屑流的远程运动距离是碎屑流体所能够达到的最大堆积距离,是灾害预警和评估的重要指标。通过总结已有碎屑流运动距离研究成果,从岩体势能入手开展研究,并结合量纲分析,首先建立了运动距离与势能之间的基本方程。其后,采用4种颗粒材料开展岩质碎屑流滑槽试验,研究碎屑体体积V、滑移区坡度?、碎屑粒径d以及最大垂直运动距离H等对碎屑流运动距离L的影响,通过逐步拟合回归,建立了基于势能的岩质滑坡?碎屑流最大水平运动距离的计算公式。最后,采用汶川地震触发的38个岩质碎屑流以及17个其他典型岩质滑坡碎屑流数据对计算公式进行了验证,结果表明,考虑该运动距离计算公式具有较好的可靠性,能够为山区滑坡?碎屑流灾害预警工作提供理论指导。