车载移动测量系统应用于城市大比例尺地形图更新

将车载移动测量系统与城市大比例尺数字地形图测图相结合,成功地将车载移动测量系统运用于城市大比例尺测图更新应用中。通过在测区内布设靶标控制点,对比靶标的点云量算坐标与全站仪实测实际坐标,统计分析车载移动测量系统的测图精度。实验结果表明,车载移动测量系统能够满足城市大比例尺地形图测图要求。     

一种快速二维 Delaunay 三角网点定位算法

在构建二维Delaunay三角网的逐点插入法中,定位待插点所在三角形的快慢是影响整个算法构网速度的关键因素。针对目前已有算法存在的搜索路径长、搜索路径求解计算量大等问题,结合三角形重心的几何性质,对点定位算法进行改进,避免求三角形重心和相交边的过程。实验结果表明,文中算法较目前其他点定位算法能够有效地缩短搜索路径,减少点定位的计算时间,提高Delaunay三角网构网过程中点定位的效率。     

狄洛尼三角网构建的目标点快速定位

针对在狄洛尼三角网构建中现有的目标点定位方法存在算法不够稳定、定位路径不惟一等问题,该文在重心方向定位算法的基础上研究建立一种沿搜索方向移动重心的快速定位方法:当发生目标点与当前重心连线经过三角形顶点或者与某三角形边重合等特殊情况时,利用三角形间的拓扑关系得到下一搜索三角形,以此三角形的重心代替前一重心与目标点构成新的搜索方向,继续搜索,从而解决切点问题;同时采用混合积判定公式确定两条线段的相交关系。仿真实验证明改进方法的定位路径惟一,而且可以大大提高构网效率,算法更稳健。     

Landsat 8热红外数据定标参数的变化及其对地表温度反演的影响

Landsat系列卫星上的TIRS热红外传感器数据已被大量应用,针对TIRS数据的地表温度反演也相继开发出一些算法,并有一些研究对TIRS数据的定标及其地表温度反演算法的精度进行了对比。本文主要就TIRS热红外传感器定标参数的变化,结合这些定标参数变化的时间点对有关地表温度反演算法的适用性和有效性进行分析,特别是对劈窗算法是否适合当前的TIRS数据进行了讨论,以使用户能够对Landsat 8 TIRS热红外数据的正确使用有进一步的认识。总的看来,由于视域外杂散光的影响,TIRS数据的定标精度仍达不到设计目标,TIRS第11波段的不确定性仍成倍大于TIRS 10波段。因此,在Landsat团队未彻底解决这一问题之前,同时用TIRS第10、第11这两个差距较大的波段构成的劈窗算法来反演地表温度,其精度存在较大的不确定性,US6-S团队仍在致力于改进第11波段的精度,改进后的波段可以用劈窗策法。目前应以TIRS第10单波段的方式来反演地表温度为宜。     

A comparative analysis of the NDVIg and NDVI3g in monitoring vegetation phenology changes in the Northern Hemisphere

Phenology is a sensitive and critical feature of vegetation and is a good indicator for climate change studies. The global inventory modelling and mapping studies (GIMMS) normalized difference vegetation index (NDVI) has been the most widely used data source for monitoring of the vegetation dynamics over large geographical areas in the past two decades. With the release of the third version of the NDVI (GIMMS NDVI3g) recently, it is important to compare the NDVI3g data with those of the previous version (NDVIg) to link existing studies with future applications of the NDVI3g in monitoring vegetation phenology. In this study, the three most popular satellite start of vegetation growing season (SOS) extraction methods were used, and the differences between SOSg and SOS3g arising from the methods were explored. The amplitude and the peak values of the NDVI3g are higher than those of the NDVIg curve, which indicated that the SOS derived from the NDVIg (SOSg) was significantly later than that derived from the NDVI3g (SOS3g) based on all the methods, for the whole northern hemisphere. In addition, SOSg and SOS3g both showed an advancing trend during 1982–2006, but that trend was more significant with SOSg than with SOS3g in the results from all three methods. In summary, the difference between SOSg and SOS3g (in the multi-year mean SOS, SOS change slope and the turning point in the time series) varied among the methods and was partly related to latitude. For the multi-year mean SOS, the difference increased with latitude intervals in the low latitudes (0–30°N) and decreased in the mid- and high-latitude intervals. The GIMMS NDVI3g data-sets seemed more sensitive than the GIMMS NDVIg in detecting information about the ground, and the SOS3g data were better correlated both with the in situ observations and the SOS derived from the Moderate Resolution Imaging Spectroradiometer NDVI. For the northern hemisphere, previous satellite measures (SOS derived from GIMMS NDVIg) may have overestimated the advancing trend of the SOS by an average of 0.032 d yr^–1.     

夏季亚洲阻塞高压识别及其对中国东北气候异常的可能影响:不同再分析资料对比

基于阻塞高压（阻高）客观识别方法,利用1979-2016年夏季（6-8月）NCEP-Ⅰ、NCEP-Ⅱ逐日再分析资料和ERA-interim逐6 h再分析资料对识别结果进行对比分析;并以D类（130°-160°E）阻高为例,讨论其对6月中国东北地区气候的可能影响。结果表明:NCEP-Ⅰ和NCEP-Ⅱ再分析资料对阻高活动天数、发生频次及年代际变化的识别结果差异较小,而ERA-interim与前两种资料的结果差别较大。3种再分析资料下,夏季各类阻高活动天数均与500 hPa高度场存在相应的显著相关区,且形态相近。但前两种资料对于各类阻高的表征结果较为一致,而ERA-interim再分析资料对各类阻高面积和范围的表征偏小。6月D类阻高活动日数与东北地区气温和降水关系密切,D类阻高活跃年,大气环流以经向型为主,东北地区低层低温、暖平流,高层高温、冷平流的结构指示大气层结不稳定,且东北上空为异常低压环流控制,上升气流较强,有利于6月东北地区出现低温多雨天气。鄂霍次克海地区是6月罗斯贝波的重要来源地之一,而6月D类阻高的形成可能与海-陆温差有关。      

双偏振相控阵雷达与业务雷达的定量对比及观测精度研究

相控阵天气雷达突破了全机械驱动天线天气雷达的时空分辨率瓶颈,能够提供更加快速、精细的观测资料.但阵列天线存在性能参数随扫描角偏离法向而恶化的情况,使相控阵雷达定量测量存在困难.本文针对中国华南地区最新布网的双偏振相控阵天气雷达,通过与当地S波段业务雷达在相同区域内的定量对比,评估了反射率因子差分反射率因子的误差量级及其...     

钱塘江强潮河段江道缩窄治理研究

对钱塘江强潮河段江道缩窄治理进行研究。首先,回顾治理方案的比选,江道全线缩窄时河轴线线路和河道宽度的确定原则,以及不同河段的指数放宽率。然后,介绍了在涌潮汹涌、滩涂淤坍变化剧烈的强潮河段,实施筑堤所采取的工程措施的步序与要点。最后,分析论证了大规模江道缩窄治理后河床、潮汐、洪水位及涌潮高度等特征值的变化。可供进一步深入理论研究和工程施工参考运用。     

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