室内三维点云空间自动划分与规则化方法北大核心CSCD

精准空间划分是实现室内语义建模与拓扑结构重建的重要基础。三维点云作为常用的室内空间数据载体,如何基于三维点云进行室内空间语义信息提取与规则化具有重要意义。本文提出了一种基于形态学分割方法实现室内场景的分割,并结合矢量规则化方法完成分割场景的规则化。首先,基于区域增长算法与线性拟合方法提取空间分割要素,通过平面投影生成二进制影像,进而利用距离变换和分水岭算法完成空间分割;然后,对空间分割要素进行线性拟合,进行室内空间格网划分,采用矢栅叠加方法实现空间要素规则化;最后,通过4组实际场景(包含3组ISPRS数据集及1组实际场景采集数据)进行数据验证。试验结果显示,本文提出的室内空间分割与规则化方法可以准确快速地完成室内空间要素的提取。     

Site selection in municipal solid waste management with extended VIKOR method under fuzzy environment

Nowadays, selection of the suitable disposal site in municipal solid waste (MSW) management has become a challenge task for the municipal authorities, especially in fast-growing areas. Site selection can be viewed as a complicated multi-criteria decision-making (MCDM) problem requiring consideration of multiple alternative solutions and conflicting quantitative and qualitative criteria. In this paper, linguistic variables, which can be expressed as trapezoidal fuzzy numbers, are used to assess the ratings and weights for the selection criteria. The ordered weighted averaging operator is utilized to transform the fuzzy decision matrix into crisp values considering the decision maker’s attitudinal character. For selecting the best site, the extended VIsekriterijumska optimizacija i KOmpromisno Resenje (VIKOR) method is applied to determine the priority ranking of alternatives. As a result, a hierarchy MCDM model based on fuzzy set theory and VIKOR method is proposed to deal with the site selection problems in the MSW management system. An empirical study in Shanghai, China, is provided and comparison with the existing approach is conducted to illustrate the applicability and benefits of the proposed method.     

Quantification of electrical resistance to estimate NaCl behavior in a column under controlled conditions

Accurate prediction of solute transport processes in surface water and its underlying bed is an important task not only for proper management of the surface water but also for pollution control in these water bodies. Key issue in this task is an estimation of parameters as diffusion coefficient and velocity for solute transport both in water body and in the underlying bed. This estimation would greatly help us to understand the deposition and release mechanism of solute across the water-bed interface. In this study, a column experiment was conducted in laboratory to estimate the velocity and diffusion coefficient of sodium chloride (NaCl) in water body and underlying sand layer (bed). The column used with a diameter of 30 cm and a height of 100 cm, was filled with sand at the lower half part and water at the upper half part. Total 64 stainless steel electrodes were installed on its surface around. The sodium chloride solution was injected from the top of the column, and electrical resistance between electrodes was monitored for 71 h. Then the dimensionless resistance breakthrough curve was fitted with one dimensional analytic solution for solute transport and the related diffusion coefficient and velocity parameters were estimated. The results show that the NaCl transport velocity was high in the water body but extremely low in the underlying sand layer (bed). The diffusion coefficient estimated in sand layer coincides with those reported well. This indicates that the electrical resistance based solute transport parameter estimation method is not only effective but also has an advantage of multipoints monitoring. This is useful both in mapping solute transport parameter for solute transport process analysis and in providing parameter input for solute transport numerical modeling.     

深部开采圆形巷道围岩破损区与支护压力的确定

应用经典塑性力学理论确定的圆形巷道围岩弹塑性应力场存在一些问题,这影响深部圆形巷道的稳定性评价及支护设计的合理性。应用塑性力学求解新体系确定的圆形巷道围岩弹塑性应力场准确解,进行了各向同性均质地层中圆形巷道破损区、地层残余强度与支护压力关系方面的研究,取得了如下成果:(1)破损区随开采深度的增加而增大,它们基本呈线性关系。(2)建立了支护压力与巷道埋深、围岩强度、围岩破坏后残余强度、围岩泊松比和重度之间的关系。研究成果可为支护设计提供重要参考。     

Emergency alternative evaluation and selection based on ANP,DEMATEL, and TL-TOPSIS

With the increasing occurrence frequency of emergency events, emergency management (EM) has been a very important issue in management science. One of the major activities of EM is to evaluate and select the most desirable emergency alternative(s). This paper proposes a new framework combining the analytic network process (ANP) method, the decision-making trial and evaluation laboratory (DEMATEL) technique, and 2-tuple linguistic technique for order preference by similarity to an ideal solution (TL-TOPSIS) method to solve the emergency alternative evaluation and selection problem. This study has been done in three stages. In the first stage, we use DEMATEL technique to obtain the network relation map (NRM) among emergency alternative evaluation criteria or sub-criteria. In the second stage, we use ANP method to calculate the global weight of each sub-criterion based on the NRM among emergency alternative evaluation sub-criteria. In the third stage, the ratings of emergency alternative with respect to each sub-criterion are described by linguistic items, and the TL-TOPSIS method is used to rank the emergency alternative. Finally, a practical example of urban fire emergency alternative selection is given to illustrate the application of the proposed framework.

     

长江三峡库区地震地形变监测研究

三峡地壳形变监测网络结合空间大地测量(GPS、InSAR)和传统大地测量的优点，在1998年以来的三峡工程建设期间和2003年水库首次蓄水中获取了大量监测成果。结果显示库区地壳运动的基本图像：垂直形变较为显著，主要来自因蓄水荷载而产生的形变，水平形变不明显．库区主要断层的活动性在蓄水期间有明显加强迹象。水准测量反映从1998年首期观测至2003年10月首次蓄水后的库区垂直位移．沉降范围较大；GPS给出了2003年蓄水前后库区的垂直位移，形变的范围主要集中在水库近岸区域。水准测量与GPS观测反应的垂直位移的量级基本一致，沉降的最大幅度在3～4cm左右。水准监测、GPS观测与重力监测结果有一定的对应性。从地壳形变监测与研究结果分析，近期负荷改变而诱发中强地震的可能性不大。     

三维目标位姿跟踪与模型修正

本文是机器视觉参量下的三维数字摄影测量智能构像基础工作之一：成像系统位置姿态自动跟踪与精密修正,属于摄影测量与机器视觉、数字图像处理等学科交叉的摄像测量领域。针对基于目标3D模型的位姿跟踪问题开展研究,对相关研究的现状进行梳理,并提出系列位姿跟踪与模型修正方法。在完全已知目标3D精确模型的情况下,对于包含丰富直线特征的特殊目标,提出基于直线模型的目标位姿跟踪方法,实现了目标位姿参数的精确跟踪;为处理更为一般目标,利用目标的3D边缘模型,提出法向距离迭代加权最小二乘位姿估计方法及距离图迭代最小二乘位姿跟踪方法。当目标3D直线模型参数不准确时,结合光束法平差思想,提出一种针对序列图像的基于3D直线模型同时位姿跟踪与模型修正方法,联合优化求解目标位姿参数及3D直线模型参数,在模拟空间卫星目标位姿测量的仿真试验中,模型直线朝向、位置误差及目标位姿平均角度、平均位置误差分别为0.3°、3.5 mm及0.12°、20.1 mm。针对包含丰富直线特征的目标,在其3D直线模型完全未知的情况下,提出基于序列图像直线对应的目标结构重建与位姿跟踪方法,利用序列图像信息,在SFM框架下同时优化求解目标直线模型参数及位姿参数,仿真试验条件下,重建模型直线朝向、位置误差及位姿参数平均角度、平均位置误差分别约为0.4°、7.5 mm及0.16°、23.5 mm。     

贵州黑色岩系金-铂族元素地球化学特征及成因分析

为探讨贵州下寒武统黑色岩系中铂族元素物质来源及钼-镍、钒多金属形成的沉积环境与成矿作用,在钼-镍、钒多金属层及其顶底页岩、底部硅质岩中采集样品测试分析。通过对样品中金、铂族元素含量(质量分数)及其地球化学特征值研究,结果表明：黑色岩系中金及铂族元素含量显示协同变化特征;Pd富集,Ru、Ir亏损明显,Pt、Rh、Os基本持平或略有变化;样品的原始地幔标准值标准化模式配分曲线从Os、Ru、Rh、Ir、Pt到Pd大致呈“W”型,配分曲线略呈左倾,总体上呈现w(Pd)>w(Pt)>w(Os)>w(Rh)>w(Ru)>w(Ir)的变化关系;黑色岩系铂族元素来源与正常海水及海底热水喷流作用关系密切,地外来源可能性极小;黑色岩系钼-镍、钒多金属层中铂族元素的富集存在单独成矿作用或成矿作用的叠加,而且在钒多金属层内局部存在分层或条带分异。     

胶东金矿成矿深度的构造校正测算及成矿预测

成矿深度测算对于矿床学理论研究和深部找矿都有重要意义。经典的成矿深度“压力/比重”计算方法,缺乏考虑构造应力在成矿过程中的影响。前人按照“压力/比重”的计算方法,提出胶东蚀变岩金矿是6 000~8 000 m深的元古宙成矿,石英脉型金矿是深度在3 000 m左右的中生代成矿,并据此建立了金矿垂直五层楼的分带模式。依据该模式指导的深部预测勘查效果不好。“成矿深度构造校正测算”是近几十年逐渐成长起来的一个新方法,即先减去“构造附加压力”后再进行成矿深度测算。本文介绍“成矿深度构造校正测算”的计算方法,指出其应用条件和预测意义。开展成矿深度构造校正测算需要以下条件:(1)确定成矿模式;(2)开展野外构造变形岩相测量;(3)测量岩石矿物应变,恢复成矿构造应力场,计算构造附加静水压力;(4)测算成矿深度。根据“成矿深度构造校正测算”方法已经获得胶东多个典型金矿成矿深度的测算结果:(1)夏甸金矿成矿深度为-1 979.51~-3 014.72 m;(2)焦家金矿成矿深度为-1 632.4~-2 331.6 m;(3)大尹格庄金矿成矿深度为-2 775.4~-4 164.5 m;(4)新城金矿成矿深度为-1 781.29~-2 750.0 m;(5)玲珑金矿成矿深度为-720.55~-3 454.97 m。根据以上典型金矿成矿深度的测算结果,本文认为胶东金矿属于深-1 000~-4 500 m的浅成热液剪切带型矿床,由此推断胶东典型金矿矿体主要部分仍然赋存在深部。按照“构造校正测算”方法得到的成矿深度,结合地质、物探和化探信息,预测金矿发育“深部第二富集带”,已经得到胶东金矿勘查工作的证实。