基于空间直角坐标系高精度坐标转换系统的设计

详细介绍了基于三维空间直角坐标系高精度坐标转换系统设计的必要性、设计思路、界面结构、功能以及系统的特点等,通过实际算例验证了该系统理论方法的正确性,软件运行的可靠性及适用性。     

3S技术评估独立坐标系适用范围的方法

首先讨论了城市独立坐标系的变换规律以及距离改正和变形改正的相关算法;然后利用遥感、地理信息等3S技术,精确计算重庆城市独立坐标系的适用范围,为城市独立坐标系的建设和改进提供了可靠地理论支撑。     

TTC和COSAGPS软件在处理GPS数据中应用

本文探讨利用TTC和COSAGPS软件在处理GPS数据方面的应用,以甘洛县工业园区控制网为例,详细介绍TTC和COSAGPS软件处理GPS数据的过程。     

Sonic Anemometer Tilt Correction Algorithms

The sensitivity of sonic anemometer-derived stress estimates to the tilt of the anemometer is investigated. The largest stress errors are shown to occur for unstable stratification (z/L<0) and deep convective boundary layers. Three methods for determining the tilt angles relative to a mean streamline coordinate system and for computing the tilt-corrected stresses are then compared. The most commonly used method, involving a double rotation of the anemometers' axes, is shown to result in significant run-to-run stress errors due to the sampling uncertainty of the mean vertical velocity. An alternative method, requiring a triple rotation of the anemometer axes, is shown to result in even greater run-to-run stress errors due to the combined sampling errors of the mean vertical velocity and the cross-wind stress. For measurements over the sea where the cross-stream stress is important, the double rotation method is shown to overestimate the surface stress, due to the uncorrected lateral tilt component. A third method, using a planar fit technique, isshown to reduce the run-to-run stress errors due to sampling effects, and provides an unbiased estimate of the lateral stress.     

MapInfo中的坐标系与地图数据的转换

本文就MapInfo系统中地图投影坐标系和有关GIS数据的转换作了一些有益的探讨，并就目前比较多的各种地图数据转换成经纬度投影坐标(例如：WGS84投影坐标)进行了尝试和研究，以供各位读者参考，也希望相关方面的专业人士能给予纠正及补充。     

Iterative vector methods for computing geodetic latitude and height from rectangular coordinates

 Two iterative vector methods for computing geodetic coordinates (φ, h) from rectangular coordinates (x, y, z) are presented. The methods are conceptually simple, work without modification at any latitude and are easy to program. Geodetic latitude and height can be calculated to acceptable precision in one iteration over the height range from −10⁶ to +10⁹ m. Received: 13 December 2000 / Accepted: 13 July 2001     

PZ-90与WGS-84的坐标转换参数

主要论述了GLONASS坐标系统PZ-90的定义及与GPS坐标系统WGS-84进行坐标转换的基本方法和数学模型。对现有转换参数的获取方法进行论述与评价，并对各种不同的转换参数进行了分析比较。     

An alternative algebraic algorithm to transform Cartesian to geodetic coordinates

The algorithm to transform from 3D Cartesian to geodetic coordinates is obtained by solving the equation of the Lagrange parameter. Numerical experiments show that geodetic height can be recovered to 0.5 mm precision over the range from −6×10⁶ to 10¹⁰ m. Electronic Supplementary Material: Supplementary material is available in the online version of this article at     

Dual-satellite crossover latitude-lumped coefficients, their use in geodesy and oceanography

Latitude-lumped coefficients (LLC) are defined, representing geopotential-orbit variations for dual-satellite crossovers (DSC). Formulae are derived for their standard errors from the covariances of geopotential field models. Numerical examples are presented for pairs of the altimeter-bearing satellites TOPEX/Poseidon, ERS 1, and Geosat, using the error matrices of recent gravity models. The DSC, connecting separate missions, will play an increasingly important role in oceanography spanning decades only when its nonoceanographic signals are thoroughly understood. In general, the content of even the long-term averaged DSC is more complex then their single satellite crossover (SSC) counterpart. The LLC, as the spatial spectra for the geopotential-caused crossover effects, discriminate these source-differences sharply. Thus, the zero-order LLC in DSC data contains zonal gravity information not present in SSC data. In addition, zero- and first-order LLC of DSC data can reveal a geocenter discrepancy between the orbit tracking of the separate satellite missions. For example, DSC analysis from orbits computed with JGM 2 show that the y-axis of the geocenter for Geosat in 1986–1988 is shifted with respect to T/P by 6–9 cm towards the eastern Pacific. Also, where the time-gap is necessarily large (as between, say, Geosat and T/P missions) oceanographic (sea-level) differences in DSC may corrupt the geopotential interpretation of the data. Most importantly, as we illustrate, media delays for the altimeter (from the ionosphere, wet troposphere and sea-state bias) are more likely sources of contamination across two missions than in SSC analyses. Again, the LLC of zero order best shows this contrast. Using the higher-order LLC of DSC for both Geosat-T/P and ERS 1-T/P as likely representation of geopotential-only error, we show by comparison with the predicted standard errors of JGM 2 that the latter's previously calibrated covariance matrix is generally valid. Received: 14 February 1996 / Accepted: 27 March 1997     

高斯平面上GPS工程网数据处理

结合工程控制网的特点，给出高斯平面上GPS工程网数据处理的数学模型，对提高网的精度进行探讨，编写的软件对某GPS工程网进行数据处理与分析。