关于实孔径雷达影像匹配定位问题

地面高程起伏对机载雷达成像定位影响较大,要实现飞行器的精确定位,必须修正地形起伏的影响。分析了雷达成像的几何关系及特点,分别从影像匹配定位和飞行器定位两方面探讨了地形起伏的影响,对地形起伏影响的修正方法进行了研究,提出了适于飞行器上实时处理的误差修正算法,并利用该方法对实验中获取的数据进行了改正,得到了满意的结果。     

基于3D+-TPR-tree的点目标全时段移动索引设计

在经典3D R-tree基础上提出新的3D R-tree索引,通过改变待索引数据项的结构并重新设计查询处理算法,减少包容矩形死区,提高查询效率;为了满足全时段查询要求,设计一种称为3D -TPR-tree的联合索引结构,并对其中TPR-tree的参数包容矩形的调整算法进行优化。通过测试,证明3D R-tree的查询效率明显高于普通3D R-tree;此外,测试结果也表明经过优化的参数包容矩形的调整算法也部分提升了TPR-tree的查询性能。     

CVE中多种视点视图导航效果研究

协同虚拟环境是网络技术与虚拟现实技术相结合的产物,将单用户虚拟环境扩展为多用户的网络化虚拟环境,实现群组协同工作.目前,协同虚拟环境系统已经在科学可视化、协同设计、战争模拟等很多领域得到了广泛应用.在单用户虚拟环境中导航与多用户的协同虚拟环境中导航是完全不同的,文中论述了协同虚拟环境导航的特点以及导航与视点的关系,探讨了常用的协同虚拟环境三种视点视图界面的导航及其效果,并进行了相关实验测试.     

基于AgisoftPhotoscan的图像三维重建及精度研究

通过普通相机获取图像信息,计算三维空间物体的几何信息,重建和分析物体的基本原理;了解图像处理软件Agisoft Photoscan的工作流程,并设计实验;通过未检校的普通数码相机对某雕塑头像和亭子进行拍摄,使用Agisoft Photoscan软件对图像进行处理,得到三维点云数据,进行物体三维重建,验证三维重建的有效性;通过提取和实测预设对比点的三维坐标值,求取误差,验证在百幅以内的图像建模误差在1cm以内。此方法可应用到表面复杂的异形物体建模中。     

姿态修正技术在黄河河口测验中的应用

为了解决黄河三角洲附近海区测验中测船姿态对单波束数字测深数据的影响,本文利用姿态传感器对测船的姿态进行了有效改正。试验结果表明,姿态修正技术对数字测深仪瞬时水深进行改正后,其测深结果与传统的人工水深曲线改正后成果比较,中误差为0.089 m,试验段面0 m线以下面积相差不超过0.22%,符合国家规范要求,提高了海区测验中测深成果的精度,为数字技术在海区测量的应用提供了技术保证。     

基于3S技术的土地利用信息动态变更调查新机制研究——以成都市为例

新形势下的土地变更调查任务不断增加,要求不断提高,手段不断强化,时间紧、任务重是当前土地变更调查面临的重大问题。针对以上问题,本文提出了一种动态变更的技术流程,通过深入研究土地规划实施、土地综合整治、地籍管理、耕地保护、执法监察等业务及相关关系,围绕"及时发现、快速调查、持续更新、如实上报、共享应用"5个方面的问题,以3S技术、网络技术、数据库技术等为支撑,提出以二调成果为基础,从土地管理业务内部及时发现变化,以发现驱动土地利用信息日常性持续动态变更的新思路。以成都市为例,开展基于3S技术的土地利用信息动态变更调查的方法在实际工作中的应用研究,实现了土地利用信息的"一图多用",并对变更结果进行了分析。     

东北地区水稻障碍型低温冷害变化对区域气候增暖的响应

利用东北地区153个气象站1961—2010年逐日气温资料,采用统计学方法分析了水稻障碍型低温冷害的气候变化特征及其对区域气候变暖的响应情况。结果表明,东北大部地区水稻障碍型低温冷害事件呈减少趋势,但区域性较为明显;障碍型低温冷害对关键发育期气温变化响应较为敏感,二者呈显著的负相关关系,表现为气温每升高1 ℃,东北地区冷害减少35个站次。东北地区关键发育期气温均呈上升趋势,但吉林西部地区障碍型冷害却随之增加,分析了关键发育期气温变率和气候变率,将其解释为局地障碍型冷害增加主要受气候变率增大的影响,逐日气温变率对其影响不大。     

Origin and Evolution of Aquitard Porewater in the Western Coastal Plain of Bohai Bay,China

High‐salinity paleowater from low‐permeability aquitards in coastal areas can be a major threat to groundwater resources; however, such water has rarely been studied. The chemical and isotopic compositions of porewater extracted from a 200‐m‐thick Quaternary sedimentary sequence in the western coastal plain of Bohai Bay, China, were analyzed to investigate the salinity origin and chemical evolution of porewater in aquitards. Porewater samples derived at depths shallower than 32 m are characterized by Cl‐Na type saline water (total dissolved solids [TDS], 10.9–84.3 g/L), whereas those at depths greater than 32 m comprise Cl·SO₄‐Na type brackish water (TDS, 2.2–6.3 g/L). Saline porewater is interpreted as evaporated seawater prior to halite saturation, as evidenced by Cl‐Br relationships. Although substantial dilution of saline porewater with meteoric water is supported by a wider Cl^? range and δ²H‐δ¹⁸O covariance, the original marine waters were not completely flushed out. The deeper brackish porewater is determined to be a mixture of fresher porewater and brine groundwater and had a component of old brine of less than 10%, as indicated by a mixing model defined using δ²H and Cl^? tracers. Porewater δ²H‐δ¹⁸O relationships and negative deuterium excess ranging from ?25.9‰ to ?2.9‰ indicate the existence of an arid climate since Late Pleistocene in Tianjin Plain. The aquitard porewaters were chemically modified through water‐rock interactions due to the long residence time.     

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.     

莱州湾海岸带环境与功能区划初探

利用国家海洋局第一海洋研究所2007—2008年莱州湾地下水监测数据,在甄别、整理的基础上,进行了相关分析、主成分和聚类分析。根据聚类分析各类别的地下水质特征,同时考虑到区域的可持续发展,划分出海水入侵预防治理区、海水入侵重点治理区、养殖与海化产业区和海化工业区共四个区域。