基于钻井数据的地质体3维可视化研究

地质体3维可视化是地质工程中急需解决的一个热点问题,利用可视化的结果,可以将地质体的结构特征直观形象地展现在用户面前,使之可以非常直观地、清楚地对地质体进行各种观察和分析。笔者在综合考虑各种建模方法的基础之上,结合本文的建模数据——钻井数据的特点,采用广义三棱柱(Generalized tri-prism,简称GTP)作为建模的体元对地质体进行3维建模,并对传统的基于钻井数据的3维地质建模的方法做了一些改进,使GTP可以自动地、快速地剖分成四面体,以此来解决由于GTP的侧面不是平面所带来的问题。最后,利用VTK(Visualization Toolkit,简称VTK)可视化技术,开发了一个3维地质可视化系统,并利用该系统对本文建模方法的实际建模效果进行了展示和验证。     

二三维联动的虚拟校园设计与实现

传统的2维地理信息系统技术成熟但缺乏3维可视化和分析的能力,而目前的3维地理信息系统发展可拥有3维可视化分析能力,然而还缺少2维地理信息系统的便捷.以二三维联动为开发思路的地理信息系统能够解决这对矛盾.本文基于二三维联动GIS的设计方案,以虚拟校园设计与实现为应用实例,利用ArcEnginefAE)实现二三维联动GIS系统的开发设计,对GIS系统的开发做出了一种新的、有益的尝试.     

一种基于GTP的复杂地质体真3维建模方法:岩柱体分区法

在总结分析现有复杂断层及倒转褶皱3维建模方法的基础上,提出一种基于广义三棱柱(GTP)的3维交互建模方法(岩柱体分区RPBP建模法)。文中定义了岩柱体、界限三角形两个重要概念,RPBP法可以通过构建断层界限三角形,将复杂断层系转化为多个简单断层系,然后采用构建简单断层系模型的方法来实现复杂断层系的3维建模;而对于倒转褶皱,RPBP法则通过构建褶皱轴界限三角形避免数据局部重复和冲突,使GTP建模过程得以顺利进行。实验表明,该方法能便捷可靠地实现含多断层相互切割、倒转褶皱等复杂地质体的真3维建模。     

一种基于GTP的复杂地质体真3维

在总结分析现有复杂断层及倒转褶皱3维建模方法的基础上，提出一种基于广义三棱柱（GTP）的3维交互建模方法（岩柱体分区RPBP建模法）。文中定义了岩柱体、界限三角形两个重要概念，RPBP法可以通过构建断层界限三角形，将复杂断层系转化为多个简单断层系，然后采用构建简单断层系模型的方法来实现复杂断层系的3维建模；而对于倒转褶皱，RPBP法则通过构建褶皱轴界限三角形避免数据局部重复和冲突，使GTP建模过程得以顺利进行。实验表明，该方法能便捷可靠地实现含多断层相互切割、倒转褶皱等复杂地质体的真3维建模。     

三维管网自动建模研究

管线三维建模是构建数字城市的重要内容,目前,管网建模技术主要是基于手工或标准连接件的半手工建模,而三维管网的全自动建模存在建模过程复杂、效率低、模型质量差等不足。针对这一问题,本文提出了一种基于管线路径扫略、形体放样及布尔运算的复杂三维管线模型自动生成算法。根据截面形状参数曲线,运用图形变换,沿路径确定内插截面法线实现管线路径扫略三维模型构建;形体放样则是以放样截面间以各自顶点组成三角形为基元的小平面来构造管线表面,采用逼近方式拟合三维管线的整体形状;布尔运算的联合、交、差几何计算实现管网交叉贯通复杂模型的三维建模。通过实例验证,表明了该方法能够快速、高效实现任意复杂管网高质量三维模型的构建。     

基于WebGL的三维管线轻量可视化方法

数字城市和智慧社会对综合管线信息三维轻量可视化的需求越来越多。针对全市大范围三维管线丰富的几何、材质与纹理等多细节层次信息三维轻量可视化难题,本文设计实现了基于Web GL的三维管线轻量可视化方法。该方法针对三维管线数据设计了动态组织调度策略,通过异步加载、可见性剔除等技术,把视点相关的管线和管点信息动态接入并实时生成三维模型,基于Web GL以GPU硬件加速的方式进行实时渲染绘制。典型城市综合管线信息管理应用实验表明,该方法能够在网络环境下各种终端上实现多种类型管线多细节层次三维模型的实时真实感可视化。     

三维智慧管线综合管理系统关键技术研究——以山东省禹城市为例

针对二维地下管网资料图档信息不全、现势性差、精度不高、管理缺位等问题,本文提出了建设三维智慧管线综合管理系统来反映地下管网空间位置关系,构建集管网数据动态更新、三维综合应用和信息共享共建于一体的GIS综合管理系统。以山东省禹城市为例,对三维智慧管线综合管理系统的总体架构、系统数据库及功能设计进行了介绍,重点探讨了系统建设中应用到的基于skyline的二三维一体可视化、基于管线全生命周期的数据动态管理更新、基于物联网的智能传感与实时监控三项关键技术,解决了管线二三维一体可视化、数据动态管理更新以及后期运维管理的相关问题,可为其他城市地下管线管理系统的建设提供参考。     

基于3维可视化环境的地质体空间形态分析

针对3维矿床地质体既具有复杂的几何形态特征,又具有连续的矿化分布与控矿作用分布等空间分布场特征,结合3维地质建模软件Datamine的可视化环境,基于线框模型研究了地质体实体建模与3维可视化过程;在此基础上将实体模犁离散化输出为体素模型,提出采用趋势面分析方法和基于数学形态学的分析方法进行地质体空间形态分析,比较和研究了这两种方法提取地质体空间趋势形态和形态起伏特征的过程.实例研究和论证了基于数学形态学滤波的地质体空间形态因素分析和提取方法处理某方向上存在有超覆现象的可行性.     

虚拟现实与计算机动画

虚拟现实与计算机动画方面的研究内容在较长的时期内是一个热点主题,ISPRS将其列为一个专题,对支持摄影测量与遥感的成果展示有积极的促进作用.本文通过归纳和总结2008年ISPRS大会的该专题论文,简要地给出这些论文的主旨,以企为读者提供举纲张目的帮助.这些论文的研究内容集中在3维可视化相关技术方面,包括3维数据获取建模与处理、3维模型数据精简、纹理数据提取、DEM可视化以及巷道可视化方法等.     

地质断层三维建模的表达式方法

针对地质断层三维建模及可视化领域中现有技术存在的模拟断层局限性、插值困境等问题,本文提出了断层表达式方法建模方法。首先,以地质断层构造的形成机制为理论依据,分析构造断层表达式所需要运算对象和算子,构建表达式规则,并运用上下文无关文法对表达式规则进行形式化描述;然后,对断层原始勘探数据进行规范化,形成构建断层表达式所需要的断层二维数据表,从中提取构建断层表达式的运算对象集合和算子集合,形成断层表达式;最后,对断层表达式进行计算,形成断层地质体抽象模型,并结合相关勘探数据运用相关算法及图形库等工具进行三维地质建模及可视化。实验以包含多条断层的达连河地质体数据为基础进行实验验证,建模结果与真实地质情况符合。实验结果表明,断层表达式建模方法解决了现有技术的局限性问题,避免了对地层断裂区域的插值运算,从而解决了插值困境等问题。     

基于OpenGL的地下管线三维缓冲分析算法研究及应用

三维空间关系比二维要复杂得多,它们的缓冲分析功能也多是基于二维数据运算,基本没有实现构建管线实体的三维缓冲体,非真正意义上的三维缓冲分析。该文采用断面与体面三角剖分拟合的方法,基于OpenGL构建了管线实体的点、线、体的三维缓冲体模型,实现了管线实体的缓冲体分析,验证了缓冲体分析算法的有效性和正确性。     

A Field Investigation on the Effects of Background Erosion on the Free Span Development of a Submarine Pipeline

The safety of submarine pipelines is largely influenced by free spans and corrosions. Previous studies on free spans caused by seabed scours are mainly based on the stable environment, where the background seabed scour is in equilibrium and the soil is homogeneous. To study the effects of background erosion on the free span development of subsea pipelines, a submarine pipeline located at the abandoned Yellow River subaqueous delta lobe was investigated with an integrated surveying system which included a Multibeam bathymetric system, a dual-frequency side-scan sonar, a high resolution sub-bottom profiler, and a Magnetic Flux Leakage(MFL) sensor. We found that seabed homogeneity has a great influence on the free span development of the pipeline. More specifically, for homogeneous background scours, the morphology of scour hole below the pipeline is quite similar to that without the background scour, whereas for inhomogeneous background scour, the nature of spanning is mainly dependent on the evolution of seabed morphology near the pipeline. Magnetic Flux Leakage(MFL) detection results also reveal the possible connection between long free spans and accelerated corrosion of the pipeline.     

FAST APPROXIMATE INVERSION OF MAGNETOTELLURIC(FAIMT) DATA FOR A HORIZONTALLY LAYERED EARTH WITH NEAR-SURFACE INHOMOGENEITIES

IwrRODUcrIONNearsurface2-Dand3-DinhomogeneousdistortionsinMTdatamakeitdimculttointerpretMTdataevenwhentheregionalorbasinstruCturescanbetreatalas1-dfornsionalnyohmann,l975,Weide1t,l975,Wannamakeretal.,l984,LaTormcaetal.,l986,Zhang,l987,TorresWhrdinetal.,l992).Inthelasttwentyyears,2-Dand3-DmodelinghavebeenaanmPlishedbyusingnumricalmethods.Afteranalyringthesefor-wardmodelingresultS,wenowdeariyunderstandthemaorphySica1meCanisrnsasultingfromthesedistortionsofnear6urfaceinhomogeneities(Pa…     

Determination Method for Shear Strength Parameters of Rock-Soil Mixtures Using Close-Range Photogrammetry and 3-D Limit Equilibrium Theory

Using a combination of close-range photogrammetry and three-dimensional(3-D) limit equilibrium theory, a determination method for the shear strength parameters of rock-soil mixture is presented. A close-range photogrammetry method is used for measurement of the 3-D terrain of the experimental target. Auto CAD Lisp and EXCEL VBA are used to perform 3-D limit equilibrium analysis of the stability of sliding mass and perform backanalysis of shear strength parameters. The presented method was used to determine the shear strength parameters of rock-soil mixtures at the Liyuan Hydropower Station. The 3-D terrain of sliding surface could be measured notably well using of closerange photogrammetry. The computed results reveal that the cohesion and friction angle of rock-soil mixtures were 3.15 k Pa and 29.88o for test A, respectively, and 4.43 k Pa and 28.30o for test B, respectively, within the range of shear strength parameters, as determined by field and laboratory tests. The computation of shear strength parameters is influenced by the mesh grid number, especially the cohesion of the rock-soil mixture. The application of close-range photogrammetry can reduce the siteworks and improve the computational efficiency and accuracy.     

Calculation of maximum allowable free span length and safety assessment of the DF1-1 submarine pipeline

The DF1-1 submarine pipeline was investigated using a dual-frequency side-scan sonar and a swath sounder system. More than a hundred scour pits under the pipeline were found, most of which have caused the span of the pipeline to increase and threatened its safety. The maximum allowable free span length (MAFSL) of the pipeline was determined through the limitations regarding maximum allowable stress under static or quasi-static loads and the onset of Vortex Induced Vibrations (VIV) under different hydrodynamic actions. The results show that the MAFSL under static conditions is 56 m. However, the MAFSLs are 30 m and 20 m under ordinary weather conditions and hurricane-induced currents for the 100-year return period, respectively, to avoid VIV as calculated by using the highest safety class factor. It is suggested that spanning pipelines longer than 20 m should be supported. Additionally, eight successive spans which may also threaten the pipeline were proposed. The most hazardous scour pits are along the pipeline section from KP42 to KP51.     

The Characteristics of Putaohua Reservoir and Development Strategies in Xujiaweizi Baxin Oilfield

With the using of new full 3-D interpretative technology, the carefully interpretation of the micro ?amplitude structures and faults by the reprocessed 3-D seismic data in IES (Interactive Exploration System) interpretative system of Sun workstation is obtained. Because of the application of the well - advanced predictive technique for reservoir lithological changes, the predictive accuracy rate of drilling for 31 wells drilled in 1996 achieved 100% and the economic and social benefits are desirable.     

矩谱法求磁性体质心的若干问题

B K Bhattachryya(1975)推导的求磁性体质心的矩谱公式理论严谨,计算速度快,并且有不需要预先知道磁性体磁化率的特点。在该公式的基础上,本文对求质心的各种影响因素作了细致讨论,推导出了提高求解质心精度的改正公式。     

A 3-D morphological approach on spatial form and cultural identity of ethnic mountain settlements: Case from Guizhou,China

Ethnic mountain settlements are living heritage of varied vernacular cultures. The preservation of both the built form and the intangible socio-cultural associations with them are global concern in process of urbanization, and in the notion of sustainable development. However, there is a lack of multi-dimensional and cross-cultural quantitative research in settlement morphology, making it difficult to guide practice effectively. Therefore, this study focuses on exploring an automatic or semi-automatic quantification and classification method for the morphological identity of ethnic mountain settlements. We introduce and combine 3-D morphological indicators with existing 2-D indicators to build and test three different sets of indication systems for semi-automatic classification for the settlements' ethnic attribute basing on spatial morphology. Taking the Miao, Dong, and Tunpu(Han) ethnic settlements in Guizhou province, southwest China as research samples, we applied factor analysis and hierarchical clustering methods to compare the classification accuracy under the three systems using data from topographic map, field investigation map, satellite imageries, and ethnography or local chronicle. The results showed that, the 3-D indication system has succeeded in semi-automatic quantification and classification of settlement morphology and ethnic identity by greatly increasing the classification accuracy to 96.30%, which is a huge improvement compared with the basic 2-D indication system(42.59%) and the advanced 2-D indication system(61.11%). The settlement samples are further divided into two sub-types with significant morphological differences in each major ethnic category under the 3-D indication system. We then discussed the potential improvement and future large-scale application of this method with the help of machine learning and other smart techniques. We hope to provide a comprehensive quantitative perspective and a more scientific reference for the future preservation and sustainable development of the massive and diverse vernacular heritages across the world.     

沿山脊走向长输油气管道强震动力响应特征

沿山脊走向的长输油气管道在我国西部山区常有分布,强震作用下其动力响应直接关系到管道的安全运营,实际管道工程建设中亟需相关研究结果提供指导。依托云南玉溪龙马槽村段此类输油管道工程,考虑山坡的工程地质特征,对管道与坡体进行整体三维数值建模,采用有限差分方法FLAC3D进行数值模拟,基于汶川地震波,计算得到了水平地震加速度峰值、震后等典型时刻的管道位移、轴力、剪力和弯矩及坡体稳定性等地震动力响应特征。结果表明,管道内力最大值出现于震后时刻,地震作用使管道轴力达到较高水平,而剪力与弯矩值的量级仅占最大轴力的约1%;竖向地震波对管道内力影响较小,管道受力的不利部位出现在其与断层交界附近。地震过程中管道水平方向存在较多的弹性变形,竖向则存在较多的塑性变形,管道累计变形是影响其内力的主要因素,管道内力最大值出现于震后时刻。