青藏高原地区大气加权平均温度模型的构建     

石灵璠  王萍  黄良珂 《测绘通报》2021,(4):52-59

加权平均温度（T_m）是将天顶湿延迟转换为大气可降水量的关键参数,针对青藏高原地区海拔高、地形起伏大、水汽高度分布复杂的特点,本文利用2010—2014年GGOS Atmosphere T_m格网数据和地表高程数据建立T_m垂直递减率函数,进而建立一种顾及T_m垂直递减率变化的适合青藏高原地区的新模型（QTm模型）。此外,利用2015年青藏高原地区14个探空站和GGOS Atmosphere T_m格网数据评估模型精度和适用性。试验结果表明,与GGOS Atmosphere T_m相比,QTm模型的年均Bias和RMSE分别为0.29和2.49 K,相对于GPT2w-1和GPT2w-5模型,RMSE分别提升了38.97%、67.06%;与探空数据相比,QTm模型的年均Bias和RMSE分别为0.16和2.90 K,相对于GPT2w-1和GPT2w-5模型分别提升了31.12%、39.46%。新模型的构建为青藏高原地区提供了可靠的T_m值,进而提供实时、高精度GNSS水汽信息。  相似文献   

iGMAS全球电离层TEC格网产品精度分析     

李涌涛  马洪磊  李建文  师一帅  米科峰  朱璇 《测绘科学》2021,46(2):7-14,41

为了分析与评估国际GNSS监测评估系统(iGMAS)全球电离层TEC格网产品精度,该文基于iGMAS及IGS各电离层分析中心发布的全球电离层TEC格网产品,进行了精度比较分析,结果表明:iGMAS与IGS、CODE、JPL、ESOC、UPC等IGS电离层工作组发布的全球电离层TEC格网产品,在全球、不同纬度带和欧洲等不同区域均表现出较高的一致性和强相关性,互差为0~2.0 TECU;JPL分析中心GIM的内符合精度约为2.5 TECU,iGMAS、IGS、CODE、ESOC和UPC等分析中心GIM的内符合精度均小于1.5 TECU;在2~8 TECU的精度范围内,iGMAS全球电离层TEC格网产品的精度总体与IGS、CODE、JPL、ESOC、UPC等IGS电离层工作组的精度相当。  相似文献   

Impact of different sampling rates on precise point positioning performance using online processing service     

Serdar Erol  Reha Metin Alkan  ?.Murat Ozulu  Veli Il?i 《地球空间信息科学学报》2021,24(2):302-312

In this study, the effect of different sampling rates (i.e. observation recording interval) on the Precise Point Positioning (PPP) solutions in terms of accuracy was investigated. For this purpose, a field test was carried out in ?orum province, Turkey, on 11 September 2019. Within this context, a Geodetic Point (GP) was established and precisely coordinated. A static GNSS measurement was occupied on the GP for about 4-hour time at 0.10 second (s)/10 Hz measurement intervals with the Trimble R10 geodetic grade GNSS receiver. The original observation file was converted to RINEX format and then decimated into the different data sampling rates as 0.2 s, 0.5 s, 1 s, 5 s, 10 s, 30 s, 60 s, and 120 s. All these RINEX observation files were submitted to the Canadian Spatial Reference System-Precise Point Positioning (CSRS-PPP) online processing service the day after the data collection date by choosing both static and kinematic processing options. In this way, PPP-derived static coordinates, and the kinematic coordinates of each measurement epoch were calculated. The PPP-derived coordinates obtained from each decimated sampling intervals were compared to known coordinates of the GP for northing, easting, 2D position, and height components. According to the static and kinematic processing results, high data sampling rates did not change the PPP solutions in terms of accuracy when compared to the results obtained using lower sampling rates. The results of this study imply that it was not necessary to collect GNSS data with high-rate intervals for many surveying projects requiring cm-level accuracy.  相似文献   

中国沿海HY-2A 校正微波辐射计水汽含量数据精度检验方法          下载免费PDF全文

范士杰  史航  孙浩  刘焱雄 《海洋科学进展》2022,40(3):505-512

为评价“海洋二号”卫星（HaiYang-2A, HY-2A）校正微波辐射计（Calibration Microwave Radiometer, CMR）近海水汽产品精度,以中国沿海全球导航卫星系统（Global Navigation Satellite System, GNSS）业务观测站数据和欧洲中期天气预报中心（European Centre for Medium-Range Weather Forecasts,ECMWF)发布的第五代大气再分析资料（ECMWF Reanalysis 5, ERA5）作为验证数据。首先对选取的GNSS业务观测站数据和CMR水汽含量数据进行时空匹配,两者的观测时间一致、空间范围取为100 km;然后利用精密单点定位方法反演GNSS业务观测站上空的大气可降水量（Precipitable Water Vapor, PWV）,同时对1 h分辨率的ERA5再分析资料内插计算,得到CMR水汽数据点处的ERA5 PWV;最后以GNSS PWV和ERA5 PWV为参考,分析2015年CMR水汽产品精度和偏差时空分布。结果表明,CMR水汽含量和GNSS PWV、ERA5 PWV之间的相关系数r均高于0.96,平均均方根误差分别为3.17 mm和1.58 mm,具有较高的精度;CMR水汽含量相对于GNSS PWV和ERA5 PWV的偏差不随季节变化而变化,但CMR水汽含量数据精度随纬度的增加而有所提高。  相似文献   

Volume estimation of small scale debris flows based on observations of topographic changes using airborne LiDAR DEMs     

Hosung Kim  Seung Woo Lee  Chan-Young Yune  Gihong Kim 《山地科学学报》2014,11(3):578-591

This paper describes a geographic information system(GIS)-based method for observing changes in topography caused by the initiation, transport, and deposition of debris flows using highresolution light detection and ranging(LiDAR) digital elevation models(DEMs) obtained before and after the debris flow events. The paper also describes a method for estimating the volume of debris flows using the differences between the LiDAR DEMs. The relative and absolute positioning accuracies of the LiDAR DEMs were evaluated using a real-time precise global navigation satellite system(GNSS) positioning method. In addition, longitudinal and cross-sectional profiles of the study area were constructed to determine the topographic changes caused by the debris flows. The volume of the debris flows was estimated based on the difference between the LiDAR DEMs. The accuracies of the relative and absolute positioning of the two LiDAR DEMs were determined to be ±10 cm and ±11 cm RMSE, respectively, which demonstrates the efficiency of the method for determining topographic changes at an scale equivalent to that of field investigations. Based on the topographic changes, the volume of the debris flows in the study area was estimated to be 3747 m3, which is comparable with the volume estimated based on the data from field investigations.  相似文献   

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����  ����  ��־��  ���³�  ��� 《大地测量与地球动力学》2014,34(5):114-119

??GNSS??????????У??轫GNSS?????????????????????????????????????????GNSS???????????????????????????????????????????????????????????????????????????????????????????????????????????????е???????????????????????е????λ???ó????????????????????????????????????????????????????????????????о???GNSS????????????????????????????????????????????????????????????????????????????????????????????????????????????  相似文献   

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张锐  刘志广  占伟  梁洪宝  师宏波  王友  董彦知  李瑜 《大地测量与地球动力学》2014,34(2):31-35

????????????????GNSS??????????????о???????????1???????????????????仯?????????????仯????????仯???????仯?й??2???????????????????????????????????????????????仯????????С??3?????3.5 m????????????????????????????????????????  相似文献   

电离层闪烁对GNSS接收机性能影响比较分析     

李广  刘钝 《全球定位系统》2014,(6):33-37

电离层闪烁是引起GNSS接收机性能降低甚至失锁的重要环境干扰因素。利用实测数据,比较分析了不同电离层闪烁活动强度下,不同GNSS系统（BD和GPS）接收机的定位性能。结果表明：电离层闪烁较弱时（S4〈0．3）,两种接收机均可以实现基本的定位功能;电离层闪烁较强（S4〉0.7）,且持续时间较长时,不同GNSS接收机将出现定位结果的抖动、跳变或失去定位能力;GNSS接收机应对电离层闪烁影响的能力与接收机设计相关。研究结果可作为抗闪烁接收机开发或闪烁影响分级的参考。  相似文献   

超高层建筑精密施工测量关键技术     

杨伯钢  张译  谢燕峰  吴霜 《测绘通报》2022,(9):134-140

针对传统的测量技术无法满足超高复杂结构建设的要求,根据超高层建筑工程的特点和难点,通过对我国范围内的超高层建筑施工测量技术的总结,本文研发了新仪器设备并提出了超高层标高高精度自动传递工艺方法,探索了一套我国“千米”超高层建筑精密施工测量的关键技术。结合GNSS 定位技术与智能化全站仪等多项新技术,获得高质量高精度测量基准、精确施工控制点及快速高精度的监测点位,将GNSS技术应用于超高层建筑施工监测是精密工程测量的突破,应用前景广阔。  相似文献   

基于精选基准消秩亏的GNSS参考网数据处理方法     

张宝成  欧吉坤  袁运斌 《测绘学报》2014,43(9):895-901

全球导航卫星系统（GNSS）参考网多用于估计卫星轨道/钟差、监测地表形变和速度场、确定精密地球自转参数等方面。相关数据处理模式包括：双差基线解（DD）和非差精密单点定位（PPP）等。本文首先从GNSS基本观测方程出发,通过选取两组基准参数,导出了上述两模式下的列满秩观测方程,然后分析了它们的不足,例如：相位偏差在DD模式中吸收了钟差,丧失了时不变特性;模糊度在PPP模式中吸收了相位偏差,失去了整数性。基于上述分析,本文提出了一种新的参考网数据处理方案,以充分融合DD和PPP模式的优势。它的关键策略是精选基准参数,以达到消秩亏的目的,具体优点体现在：相位偏差独立可估,若合理约束为时不变参数,可充分减少参数个数,提高网解精度;待估模糊度具备整周特性,经由模糊度固定,可改善网解可靠性。  相似文献