多重加密格网内插法坐标转换   总被引：1，自引：0，他引：1  

李旺民  李秀龙  王东阁  马德富  陈文相  刘亚楠 《测绘通报》2020,(10):118-122

我国CGCS2000坐标系启用后，各地均面临着大批量、多类型、多坐标系成果数据坐标转换的需求，而国家大地坐标系、地心坐标系及独立坐标系之间的转换参数属于绝密级别，保密要求高，因此给实际应用带来了困难。顾及与参数法坐标转换成果的一致性及数据的安全要求，本文提出了多重加密格网内插坐标转换方法，研制了适用于多种数据格式的二/三维格网坐标转换软件，并将该算法应用于CORS服务，通过实例验证了该方法的可靠性与实用性。  相似文献   

偏振激光雷达探测大气—水体光学参数廓线   总被引：2，自引：2，他引：0  

周雨迪  刘东  徐沛拓  毛志华  陈鹏  刘志鹏  刘群  唐培钧  张与鹏  王雪霁  任佳炜  金时伟 《遥感学报》2019,23(1):108-115

激光雷达在上层水体垂直廓线的遥感中展现出巨大优势。本文研制了一套高垂直分辨率的实时探测偏振激光雷达,提出了一种基于偏振激光雷达回波信号的反演算法,采用Fernald理论和多次散射原理反演非均匀大气—水体的衰减和退偏光学产品,以高效稳定地处理偏振激光雷达实验数据。展示了一个中国内陆水体激光雷达探测实例,观测到了两次气溶胶积聚现象和一次水体浑浊现象。对实验数据的分析表明,退偏比主要由前向多次散射和后向单次散射产生的退偏两部分组成。当多次散射强度较大时,退偏比的变化主要取决于多次前向散射退偏;反之,则主要依赖于单次后向散射退偏。  相似文献   

新版建筑工程建筑面积计算规范应用探讨     

王建文 《测绘与空间地理信息》2016,(5):197-199

GB/T 50353-2013建筑工程建筑面积计算规范于2014年7月1日开始实施,该规范是在总结原有规范基础上进行修订的,目前,新规范实施已经一年多了,依据新规范审批的建设工程陆续进入验收阶段,因此,在建筑面积测量中如何正确用好新规范显得尤为重要。本文就新规范的技术要点进行分析,以便于技术人员和管理人员正确使用新规范。  相似文献   

基于光谱角匹配算法的水体信息提取研究     

齐庆超  张小磊  金江峰  金玉玲 《测绘与空间地理信息》2016,(2):93-96

针对水体信息提取时,传统算法不能较好地解决山体阴影被误提为水体的问题,引入多用于高光谱数据处理的光谱角匹配算法,以Land-sat8 OLI(band1-band7)为数据源,以黄河小浪底水库周边区域为实验区,开展水体信息提取研究,结果显示:水体指数法和波段关系提取的结果中有大量的山体阴影信息,提取精度不超过30%,而光谱角匹配法提取结果受阴影的影响较小,提取精度在99%以上。  相似文献   

基于NGM(1,1,k,c)模型和改进切线角的危岩变形预测     

刘富有  陈鹏宇  余宏明 《测绘与空间地理信息》2016,(6):8-10

针对危岩变形预测问题,本文以非齐次指数序列的灰色模型(NGM)作为危岩变形预测的基本模型,通过对望霞危岩变形的分析结果显示,NGM(1,1,k,c)模型拟合效果明显优于GM(1,1)模型,说明危岩变形趋势更接近于非齐次指数序列。利用NGM(1,1,k,c)模型结合改进切线角可对危岩变形趋势进行分析预测,可作为危岩稳定性和发展趋势的评估依据。  相似文献   

国产机载LiDAR系统安置角误差检校方案研究   总被引：1，自引：0，他引：1  

谢劭峰  刘田龙 《测绘与空间地理信息》2016,(6):50-55

机载激光扫描仪(Light Detection And Ranging,LiDAR)系统是由多个子系统集成,其中,安置角误差是集成误差中最大的误差源,安置角误差检校的方法多种多样,高效率、高精度的检校方式还需要试验的支撑。本文对平差模型法和几何模型法进行了试验分析,试验结果很好地证明了不同方法的优越性,为机载LiDAR系统的安置角检校提供了参考。  相似文献   

城市点云的区域生长三角网构建方法     

李晶晶  范大昭  耿弘毅  纪松 《测绘科学技术学报》2016,(1):65-70

成熟的倾斜摄影测量及密集匹配技术可获取密集的城市点云,对点云进行三角网构建是真三维建模的关键技术之一。提出了基于区域生长的三角网构建方法,使用双约束条件提高点云的搜索效率,基于点边表数据结构进行网格生长,利用夹角约束和三角形孔洞修补优化网格。实验证明,该方法获取的三角网能够准确地表达楼体、桥状建筑等在内的城市实体,网格优化后的孔洞比例约为1‰并且该方法具有一定的抗噪能力。  相似文献   

Response of low‐angle dunes to variable flow          下载免费PDF全文

Megan L. Hendershot  Jeremy G. Venditti  Ryan W. Bradley  Ray A. Kostaschuk  Michael Church  Mead A. Allison 《Sedimentology》2016,63(3):743-760

Current understanding of bedform dynamics is largely based on field and laboratory observations of bedforms in steady flow environments. There are relatively few investigations of bedforms in flows dominated by unsteadiness associated with rapidly changing flows or tides. As a consequence, the ability to predict bedform response to variable flow is rudimentary. Using high‐resolution multibeam bathymetric data, this study explores the dynamics of a dune field developed by tidally modulated, fluvially dominated flow in the Fraser River Estuary, British Columbia, Canada. The dunes were dominantly low lee angle features characteristic of large, deep river channels. Data were collected over a field ca 1·0 km long and 0·5 km wide through a complete diurnal tidal cycle during the rising limb of the hydrograph immediately prior to peak freshet, yielding the most comprehensive characterization of low‐angle dunes ever reported. The data show that bedform height and lee angle slope respond to variable flow by declining as the tide ebbs, then increasing as the tide rises and the flow velocities decrease. Bedform lengths do not appear to respond to the changes in velocity caused by the tides. Changes in the bedform height and lee angle have a counterclockwise hysteresis with mean flow velocity, indicating that changes in the bedform geometry lag changes in the flow. The data reveal that lee angle slope responds directly to suspended sediment concentration, supporting previous speculation that low‐angle dune morphology is maintained by erosion of the dune stoss and crest at high flow, and deposition of that material in the dune trough.  相似文献   

Smoothing and re-roughening processes: The geometric evolution of a single fault zone     

《Journal of Structural Geology》2016

The geometry of a fault zone exerts a major control on earthquake rupture processes and source parameters. Observations previously compiled from multiple faults suggest that fault surface shape evolves with displacement, but the specific processes driving the evolution of fault geometry within a single fault zone are not well understood. Here, we characterize the deformation history and geometry of an extraordinarily well-exposed fault using maps of cross-sectional exposures constructed with the Structure from Motion photogrammetric method. The La Quinta Fault, located in southern California, experienced at least three phases of deformation. Multiple layers of ultracataclasite formed during the most recent phase. Crosscutting relations between the layers define the evolution of the structures and demonstrate that new layers formed successively during the deformation history. Wear processes such as grain plucking from one layer into a younger layer and truncation of asperities at layer edges indicate that the layers were slip zones and the contacts between them slip surfaces. Slip surfaces that were not reactivated or modified after they were abandoned exhibit self-affine geometry, preserving the fault roughness from different stages of faulting. Roughness varies little between surfaces, except the last slip zone to form in the fault, which is the smoothest. This layer contains a distinct mineral assemblage, indicating that the composition of the fault rock exerts a control on roughness. In contrast, the similar roughness of the older slip zones, which have comparable mineralogy but clearly crosscut one another, suggests that as the fault matured the roughness of the active slip surface stayed approximately constant. Wear processes affected these layers, so for roughness to stay constant the roughening and smoothing effects of fault slip must have been approximately balanced. These observations suggest fault surface evolution occurs by nucleation of new surfaces and wear by competing smoothing and re-roughening processes.  相似文献   

高建筑对周围建筑雷击保护距离的模拟   总被引：1，自引：1，他引：0       下载免费PDF全文

谭涌波  陈之禄  张冬冬  师正  郭秀峰 《应用气象学报》2016,27(4):498-505

在已有先导连接参数化方案的基础上,选取近地面层为研究区域,保持方案中其他基本参量不变,通过改变闪电的空间形态,在同一建筑分布的背景下进行多次闪电模拟。研究多个建筑之间的屏蔽作用以及建筑雷击保护距离与建筑相关特征参数之间的关系,结果表明:高建筑对矮建筑具有屏蔽作用,并存在一个临界保护距离,当高、矮建筑高度分别为190 m和165 m,宽度均为20 m时,建筑之间的距离在12 m以内,矮建筑受高建筑完全保护不遭受雷击;建筑之间的距离超过12 m,矮建筑遭雷击次数明显增多。  相似文献