历史时期(1765-1980年)西藏水旱雪灾规律的探讨

本文利用近千份藏文灾情历史档案和清政府驻西藏办事大臣有泰的日记和联豫的奏稿,以及西藏气象观测记录(1951—1980年),对西藏高原历史时期的水、旱、雪灾作了初步探讨,主要结论如下: 1.近百年来藏南的水旱灾是交替出现的,有三个多水期(1883—1906,1916—1934,1947—1962)和三个干旱期(1907—1915,1935—1946,1963—1980)。干旱期有逐渐加长的趋势。 2.西藏除了有变干的总趋势外,水旱灾还有明显的3.8—2.6年的周期。这与普遍存在的“准两年脉动”周期大体上一致。 3.藏南农区的降水量即使高于常年的一倍也不易形成洪水泛滥和大面积的内涝,但年降水量比常年少100mm以上就可造成严重干旱,农业生产大幅度减产。 4.造成西藏干旱的原因很多也很复杂,除高原气候近期有变干暖的总趋势外,近20年来水浇地和有效灌溉面积的扩大,以及农作物的种植比例不适当,象过份扩大冬小麦种植面积等亦会造成农业干旱。 5.19世纪以来,藏北高原共发生15次严重大雪灾,其中尤以1828—1829年,1927—1928年,1887—1888年三次雪灾最为严重。但近50年,发生的雪灾较过去有所减轻。不过,1967—1968年雪灾也较为严重。     

地理空间关系描述与集成推理

地理要素的空间关系在GIS空间数据建模、空间分析、地图自动综合等方面起着重要的作用,研究如何快速判断要素间空间关系是否发生变化,从而有效维护空间关系具有重要的科学意义.本文对目前现有的有关地理空间关系描述及其集成推理的研究成果进行了综合分析与分类,分析了它们的适应性与特点,并就本研究方向存在的问题和今后需要解决的问题提出了一些看法和思路.     

自适应Lp估计及其在SLR数据预处理中的应用

本文简要介绍了自适应Ｌｐ估计的有关理论和求解方法，并对ＳＬＲ数据的测量误差作了统计分析。发现ＳＬＲ数据的测量误差服从ｐ值不定的ｐ范分布。本文ＳＬＲ数据预处理实例表明自适应Ｌｐ估计能给出比ＬＳ估计更为稳健有效的拟合参数。当观测值粗差高达６６％时，自适应Ｌｐ估计仍能给出可靠的拟合参数，效果明显优于传统的ＬＳ估计。     

地形图数字化快速修测系统

本文论述了建立利用多种资料进行地形图数字化快速修测系统的基本原理及其基本功能。利用坐标变换和整体平差的方法，有效地解决了各种控制资料的坐标系不同和精度不一致的问题，确保了修测精度。     

航空摄影最佳曝光量的选择

分解力是评定影象质量的重要指标。本文介绍利用改进后的国产9 w测微密度仪,测定航空软片静态分解力与曝光量的关系。以最大分解力所相应的曝光量作为确定航摄软片感光度的基准,以此为基础,确定航摄底片的最大密度( D _max )、最小密度( D _min )、影象反差(△ D )和平均密度( D _R )本文对国产1022T、1022P、柯达2402、2412等航摄软片进行了研究,其试验结果可作为今后修改航摄规范的基础。     

Tile‐based polygon overlay of vector data in a virtual globe

The demand for analysis of large‐scale data has increased with increased access to spatial vector data. Polygon overlay of vector data in a virtual globe requires proprietary data structures and proprietary analysis algorithms. A vector data structure is designed for rapid polygon overlay in a virtual globe by recording the metadata of the triangles (TriMeta) that constitute polygons. A polygon overlay algorithm is proposed based on this data structure. The overlay of two complex GIS polygons is transformed into the intersection computation of their 3D triangular presentations. The intersection computation of two sets of triangles is reduced considerably by utilizing TriMeta to filter out the disjoint triangle pairs and rapidly identify the contained triangle. The new method improves the overlay efficiency in a virtual globe because the amount of computation required to calculate the intersections of two large polygons and drape the intersections onto a terrain surface is reduced.     

Mapping 3D visibility in an urban street environment from mobile LiDAR point clouds

ABSTRACT

Visibility determination is a key requirement in a wide range of national and urban applications, such as national security, landscape management, and urban design. Mobile LiDAR point clouds can depict the urban built environment with a high level of details and accuracy. However, few three-dimensional visibility approaches have been developed for the street-level point-cloud data. Accordingly, an approach based on mobile LiDAR point clouds has been developed to map the three-dimensional visibility at the street level. The method consists of five steps: voxelization of point-cloud data, construction of lines-of-sight, construction of sectors of sight, construction of three-dimensional visible space, and calculation of volume index. The proposed approach is able to automatically measure the volume of visible space and openness at any viewpoint along a street. This approach has been applied to three study areas. The results indicated that the proposed approach enables accurate simulation of visible space as well as high-resolution (1 m × 1 m) mapping of the visible volume index. The proposed approach can make a contribution to the improvement of urban planning and design processes that aim at developing more sustainable built environments.     

中巴地球资源卫星应用及其发展

介绍了中巴地球资源卫星应用系统中 7个分系统的基本概况和数据处理系统的基本特点 ,还对星上三种传感器和高密度磁记录器的特点以及产品的生产能力和类型等进行了简单的描述。重点探索了中巴地球资源卫星遥感数据在资源、环境、灾害监测、各种数据库的建立与更新、遥感定量化等方面的应用前景展望。     

改进Moser法射线追踪

地震波场正演模拟、层析成像、偏移成像经常需要用到射线追踪,本文在基于图形理论的Ｍｏｓｅｒ法基础上,改进其网格节点的划分、追踪时路径的选取,并增加直射线追踪以消除在速度变化不大时射线受节点布置影响出现不合理的折曲现象．     

Non-symmetrical levee breaching processes in a channel bend due to overtopping

A series of experiments were done to reveal the overtopping breaching process of non-cohesive and cohesive levees in a U-bend flume. The flood hydrograph and breaching geometry were measured and analyzed in detail. The results show that the levee breaching processes can be briefly divided into four stages: slope erosion, longitudinal headward gully-cutting, lateral erosion, and relative stabilization. For non-cohesive levees, non-symmetrical lateral development of the breach occurs throughout the four stages, and the final non-symmetrical coefficient is approximately 2.2–2.6. Larger flow discharge or higher water level can accelerate the breaching process, while coarser sands tend to accelerate the process initially but depress the process at the end. The fluvial erosion rate of a non-cohesive breach shows a power-function relation with the excess wall shear stress. For cohesive levees, a plateau forms in the breach partially blocking the flow in the first two stages. The breach flow is approximately perpendicular to the levee body, and, thus, the erosion rates of the two breach sides are almost the same. Non-symmetrical lateral development mainly occurs in the third stage when the deep gully forms. The final non-symmetrical coefficient is approximately 2.7–3.3. It is expected that these findings can provide a valuable experimental dataset and a theoretical basis for breach closure and flood alleviation.