一种新型半导体激光指向仪的研制

本文简要地叙述了一种光束束斑质量好，指向作用距离长的轻便型激光指向仪的研制和试验情况，并对激光准直头的设计作了相对详细的介绍和必要的讨论。     

激光指向仪在巷道掘进中的应用

通过几年来应用激光指向仪的实践,对应用指向仪及其有关注意事项进行了总结,使按公式计算的结果调节光束坡度的精度较高。     

JZY—2A型激光指向仪在矿山煤巷掘进中的应用

针对锚杆支护煤巷掘进时巷通中线的标定和日常管理中存在的问题，本文介绍使用JZY-2A型微光指向仪进行巷道掘进指向的做法和体会，说明JZY-2A型激光指向仪是一种方便安装和调节，可以减轻测量人员工作和提高工程质量的得力工具。     

激光指向仪在地下巷道掘进中的应用

本文主要叙述了国产激光指向仪在斜巷掘进中的安装、调试以及使用激光指向仪的优点和注意事项。     

JZY—1A型便携式半导体激光指向仪在煤矿生产建设中的应用

本文介绍了专利产品－JZY－1A型便携式半导体激光指向仪的结构性能及其在煤矿生产建设中的应用方法。     

激光指向仪器研制的进展与展望

本文回顾了我国及世界上激光指向仪器研制、生产和应用的历史，阐述了激光指向仪器研究和发展趋向。     

国产激光指向仪器进展及有关激光指向的几个问题

本文介绍了通用和专用国产激光指向仪器的进展，讨论了指向的激光器件，光学系统，接收光斑，探测靶板，光束传输和扫描装置等技术问题，最后对国产激光指向仪器的发展提出了建议。     

辽宁省测绘学会积极开展学术交流活动

〔本刊讯〕辽宁省测绘学会于今年五至七月间分别在沈阳、阜新召开了“城市1:1000比例尺影象地图试验”、“红外测距仪”和“防曝式激光指向仪”为主题的     

资源三号02星激光测高误差分析与指向角粗标定

2016年5月30日,中国成功发射了民用三线阵立体测图卫星资源三号02星,该卫星搭载了中国第一个用于对地观测的激光测高试验性载荷。资源三号02星在轨运行以来获取了多轨测高数据,为保证其测高数据的有效应用,需分析影响测高精度的各项误差来源,并通过一定的方法予以消除或减弱。首先根据卫星激光测高严密几何模型分析资源三号02星激光测高的各项误差来源,分析表明激光指向角对激光测高精度的影响相对较大;构建通过已有大范围地形数据进行激光指向角粗标定的数学模型,并利用已有公开地形数据（AW3D30 DSM）对激光指向角进行粗标定,从而提高激光足印定位精度。实验结果表明,利用已有地形数据对指向角进行粗标定后,能将激光测高精度从几十米提高到3 m以内,验证了卫星激光测高误差分析的合理性和利用已有地形数据修正激光指向角的数学模型的有效性,为消除卫星激光测高粗差提供了参考,能为星载激光测高外场在轨检校工作提供支撑。     

HN-B型多用激光铅直仪简介

为了满足我省建筑工程施工的需要，我们曾于1976年底，研制了一种激光铅直仪。后来经多次使用，并征求现场施工人员的意见，又经几次研讨，为了使仪器在更多方面地满足施工的要求，达到“一机多用”的目的，又在原有的基础上几经改进，研制成多用的HN-B型激光铅直仪。     

Rural Road Surface Extraction Using Mobile LiDAR Point Cloud Data

The existing roadway infrastructures are mostly archived with two-dimensional (2D) drawings that lack the possibility for three-dimensional (3D) interpretation and advanced 3D analysis. The mobile LiDAR system (MLS) is gaining popularity in 3D mapping applications along various types of road corridors. MLS achieves the highest data quality and completeness among the traditional roadway data collection methods. The rural roads in different countries especially in India form a substantial portion of the road network. Therefore the proper maintenance and road safety analysis of rural roads are recommended activity, which could be addressed using detailed 3D road surface information. The absence of raised curb at road boundary, and presence of complexity, heterogeneity and occlusions along the rural roadway settings restrict the use of existing studies for road surface extraction using MLS point cloud data. Therefore considering the above requirement, this research paper proposes a two-stage method. The first stage extract planar ground surfaces which are further used to filter road surface in the second stage. Global properties of road, that is, topology and smoothness and its radiometric response to laser beam of MLS are used in the second stage. MLS point cloud data of rural roadway were used to test the proposed method. The road surface points were accurately extracted without being affected by the absence of raised curb and hanging objects over the road surface, that is, tree canopies and overhead power lines. The quantitative assessment of the proposed method was performed in terms of correctness, completeness and quality, which were 96.3, 94.2, and 90.9%, respectively.     

矿井巷道三维自动建模方法研究

基于地理信息系统和虚拟现实技术，提出了由二维巷道到三维巷道的自动建模方法，研究了二维巷道表达、数据提取与组织和三维巷道生成等问题，开发了一个原型系统，完成了二雏巷道数据导入、模型转换、渲染与驱动，并结合河南平煤集团大庄矿实际，实现了巷道模型的自动建立，取得了令人满意的效果。     

Improving Spatial Accuracy of Roadway Networks and Geocoded Addresses

Exposure to traffic‐related pollutants is associated with both morbidity and mortality. Because vehicle‐exhaust are highly localized, within a few hundred meters of heavily traveled roadways, highly accurate spatial data are critical in studies concerned with exposure to vehicle emissions. We compared the positional accuracy of a widely used U.S. Geological Survey (USGS) roadway network containing traffic activity data versus a global positioning system (GPS)‐validated road network without traffic information; developed a geographical information system (GIS)‐based methodology for producing improved roadway data associated with traffic activities; evaluated errors from geocoding processes; and used the CALINE4 dispersion model to demonstrate potential exposure misclassifications due to inaccurate roadway data or incorrectly geocoded addresses. The GIS‐based algorithm we developed was effective in transferring vehicle activity information from the less accurate USGS roadway network to a GPS‐accurate road network, with a match rate exceeding 95%. Large discrepancies, up to hundreds of meters, were found between the two roadway networks, with the GPS‐validated network having higher spatial accuracy. In addition, identifying and correcting errors associated with geocoding resulted in improved address matching. We demonstrated that discrepancies in roadway geometry and geocoding errors, can lead to serious exposure misclassifications, up to an order of magnitude in assigned pollutant concentrations.     

BSP在TriMedia多媒体应用系统中与应用程序互通的一种简单实现

在分析嵌入式操作系统板级支持设计方法的基础上，提出在应用软件与板级支持包（BSP）之间加一层库函数，同时使用链表来组织管理板支持包涵数的方法，较好地解决了应用程序与板级支持包函数间的通信问题并减少了板级支持包函数的维护复杂度，为嵌入式系统板级支持包的实现提供了一个有价值的思路。     

基于HR-树扩展的时空索引机制研究

在HR-树基础上分别融入了HR^＋ -树、SEST时空索引与快照-增量索引结构思想，对共享指针与非共享指针进行了区分，增加了增量与事件的索引数据结构。提出了基于HR-树扩展的时空索引模型，为实现高效、统一的时空查询提供了理论依据。     

巷道自动成图及三维建模

针对矿山计算机自动绘制巷道工程图存在工作繁重、精度不高的现象,本文建立了基于矿山测量数据的巷道生成算法,实现了巷道的自动绘制与标注。在此基础上,采用分而治之算法及巷道轮廓线作为约束线段的方式建立了巷道Delaunay三角网,并生成了巷道表面模型。通过巷道顶、底板表面模型的剖分连接实现了矿山巷道三维立体建模。对比目前采用较多的巷道中心线加载巷道断面的三维建模方式,本文所提供的方法避免了巷道中心线不易提取、巷道断面变形、巷道转弯处难以平滑及复杂的巷道节点拓扑运算等问题,具有自动化程度高、容易实现等特点。     

巷道交岔点的三维建模及实现

针对巷道交岔点建模的难点问题,采用基于巷道底板中线加载巷道断面的方式绘制单一巷道体,提出了根据巷道设计参数的方式对柱墙式交岔点进行建模。并依据穿尖式交岔点和马门头中两条巷道自然相交的特征,对二者进行建模。最后通过C#结合DirectX的编程方式进行验证,结果表明所绘制的巷道交岔点外观规整并形成连通。     

On 3D Geo-visualization of a Mine Surface Plant and Mine Roadway

Constructing the 3D virtual scene of a coal mine is the objective requirement for modernizing and processing information on coal mining production. It is also the key technology to establish a "digital...     

GIS的矿山巷道三维空间构模算法研究

巷道是井下矿山系统中各种人工要素的主要空间载体,其三维空间构模问题是目前三维地学空间构模研究的重要方向之一。针对该问题的解决,给出了巷道中心线的生成方法,提出了根据巷道中心线和断面进行巷道三维空间构模算法。该算法针对圆形巷道断面和巷道交叉处椭圆断面给出了公式的推导,并利用向量算法实现了该问题的三维空间构模。算法在GIS平台下得到验证和实现,表明该方法稳定、可靠,对今后模型走向工程应用具有重要的理论和实用价值。     

矿山巷道贯通测量精度估算新方法初探

为了直观揭示矿山井下巷道贯通测量精度估算工程和规律,采用全站仪井下巷道贯通导线测量,结合南方CASS9.0绘图软件,摸索出一种全站仪结合CASS9.0绘图软件进行井下巷道贯通测量精度估算试验的方法。提出支导线的终点是支导线精度的最弱点,横向贯通中误差是由全站仪导线测角、测边误差所引起,巷道内高程的控制测量精度直接影响的是竖向贯通中误差;并且通过在某矿山井下贯通测量精度估算工程的试验应用,研究结果表明:该方法达到了预期精度效果,解决了全站仪结合CASS9.0绘图软件进行井下贯通测量精度估算的方法问题。