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1.
为掌握星历误差对GAMIT软件解算GPS/BDS数据定位的影响,选取不同精密星历分析长基线和短基线条件下,获得基线解算精度和点位坐标精度,结果表明:①不同的精密星历对GPS解算和短基线的BDS解算影响不大,可采用超快速精密星历;②对于长基线的BDS解算,要顾及北斗参考站数据的质量以及站间的兼容性和空间位置,需要调整站点...  相似文献   

2.
BDS与GPS/GLONASS星载原子钟性能的比较分析   总被引:1,自引:0,他引:1       下载免费PDF全文
针对北斗卫星导航系统(BDS)在轨卫星原子钟的评估问题,从三个性能指标即准确度、漂移率和稳定性出发进行了评估,并利用同一时段的GPS/GLONASS星载原子钟性能评估结果做了比较。算例采用GPS 1751-1758共8周的数据,评估结果发现:BDS在轨卫星的准确度在10-11量级,漂移率在10-15量级,与GPS/GLONASS星载原子钟的水平相当,但钟的稳定性方面由于BDS存在着几颗天稳较大的钟,所以其天稳的平均值在10-13量级,比GPS和GLONASS卫星略差。  相似文献   

3.
应用GPS技术对杭州湾跨海大桥进行首级控制网测量,结果表明:(1)合理布设GPS控制网,并采用设置深桩固埋测量标志、增加有效观测时间、加强数据可靠性与精确性的检验、选择科学及合理的坐标系统等方法,可提高观测数据的质量和精度。同时,对观测数据采用Bernese高精度基线处理软件和精密星历进行基线解算、网平差和坐标转换,保证了杭州湾跨海大桥首级控制网的精度在厘米级之内,使成果的质量达到优良。(2)Bernese基线数据的闭合环及复测基线的检核表明:同步环、异步环闭合差量值及复测基线互差量值全部符合限差要求,且在允许值的1/3以内的基线环数分别占93.3%、77.7%和100%,其成果精度达到优良。(3)GPS控制网的控制点点位的中误差全部满足±20mm的技术设计要求,并且有96.6%的控制点点位中误差在限差的1/3范围以内,精度较高。使用精密星历和广播星历两种不同的数据处理方法进行数据处理,其坐标互差吻合得较好,全部互差值均在限差允许值的1/2范围以内,且使用精密星历计算的成果精度明显高于使用广播星历计算的成果精度。  相似文献   

4.
牛冲 《海洋测绘》2021,(6):36-39
为了探究连续运行参考站网的实时动态相对定位(continuously operating reference stations-real time kinematic,CORS-RTK)无验潮技术在海岸带水下地形测量精度问题,以单波束测深数据为例,通过对比分析主测线与检查线交叉点误差以及有验潮和无验潮重合点误差两种方式,对基于CORS-RTK无验潮的海岸带水下地形测量数据精度进行分析。结果表明,CORS-RTK无验潮水下地形测量技术获取的测深点数据不符值比例为2.82%,说明CORS-RTK无验潮水下地形测量具有较高的可靠性;无验潮与验潮站相比,高程互差波动在-0.12~0.32m之间,平均值为0.11m,且偏差在0.2m以内的测深点占总样本的93.40%,说明有验潮与无验潮两种水下地形测量结果具有较好的一致性,可为CORS-RTK无验潮技术在海岸带水下地形测量中的广泛应用提供参考。  相似文献   

5.
潮汐调和常数具有随时间变化的特性,以某一长期验潮站44年的观测数据为样本,研究分析了在短期、中期和长期观测时段下潮汐调和常数的变化规律,计算出各分潮调和常数的平均值、最大互差及中误差的变化量级。研究表明,较短时间的观测资料得出的各分潮调和常数存在着较大的变动误差,但随着观测时间的增长,其误差量级呈逐渐减小并且逐步稳定的变化趋势。建议采用调和常数计算理论最低潮面时,宜选定19年作为观测周期,以消除分潮调和常数的误差影响,满足高精度海洋测深基准面的稳定和统一。  相似文献   

6.
鲁洋为  王振杰  聂志喜  王毅 《海洋测绘》2014,34(6):43-45,48
GPS姿态确定的精度不仅与单历元基线解算精度有关,还受基线长度和天线布设结构的影响。探讨了GPS姿态测量系统中基线长度和天线布设结构与姿态测量精度的关系。仿真结果表明:增加航向基线长度,能够提高航向角和俯仰角的精度,增加横向基线长度,能提高横滚角的精度;当基线长度一定时,将两基线正交布设,横滚角的精度最高。  相似文献   

7.
为实现远岸潮汐精确监测,基于GPS PPK技术开展了远距离高精度GPS验潮方法研究。研究给出了GPS潮位测量方法,其次联合GPS定位信息和IMU姿态信息,通过坐标转换原理得到瞬时水面的精确高程。在此基础上,研究利用基于FFT的低通滤波技术提取潮位信息。最后在烟台港进行了实际工程试验。试验结果表明,当GPS PPK验潮距离达98km时,潮位误差可控在!15cm以内,验潮精度仍可优于10cm。  相似文献   

8.
选取4组不同的潮汐分潮,包括8分潮和13分潮,基于动态抗差模型对南海北部海域周边北海、海口等8个长期验潮站20年以上的日均水位序列进行分析,求取各验潮站的多年平均海面和海平面变化。结果表明,选取不同的分潮对于应用此模型求解多年平均海面和海平面变化,最大互差分别为6.1mm和0.15mm/a,差值变化在毫米级,即选取20年以上的周期序列应用动态抗差模型分析海平面时,采用8分潮模型即可满足精度要求。  相似文献   

9.
利用无验潮水深测量系统定位设备,采集了静态和动态两组定位数据,从静态和动态定位两个方面分析了不同长度基线的解算结果。结果表明:基线长度在40km范围以内,定位结果完全满足无验潮水深测量系统的±10cm的测量精度要求。  相似文献   

10.
GPS测量误差源及其控制分析   总被引:3,自引:2,他引:1  
贾彬 《海洋测绘》2008,28(3):76-78
介绍了GPS测量中各种主要的非人为误差以及它们给测量带来的影响,对于精度控制问题,主要讨论的是小型控制网(基线长度10~20km)和局部地区应用中动态和准动态差分测量的精度控制方法。  相似文献   

11.
We have computed estimates of the rate of vertical land motion in the Mediterranean Sea from differences of sea level heights measured by the TOPEX/Poseidon radar altimeter and by a set of tide gauge stations. The comparison of data at 16 tide gauges, using both hourly data from local datasets and monthly data from the PSMSL dataset, shows a general agreement, significant differences are found at only one location. Differences of near-simultaneous, monthly and deseasoned monthly sea level height time-series have been considered in order to reduce the error in the estimated linear-term. In a subset of 23 tide gauge stations the mean accuracy of the estimated vertical rates is 2.3 ± 0.8 mm/yr. Results for various stations are in agreement with estimates of vertical land motion from geodetic methods. A comparison with vertical motion estimated by GPS at four locations shows a mean difference of -0.04 ± 1.8 mm/yr, however the length of the GPS time-series and the number of locations are too small to draw general conclusions.  相似文献   

12.
We have computed estimates of the rate of vertical land motion in the Mediterranean Sea from differences of sea level heights measured by the TOPEX/Poseidon radar altimeter and by a set of tide gauge stations. The comparison of data at 16 tide gauges, using both hourly data from local datasets and monthly data from the PSMSL dataset, shows a general agreement, significant differences are found at only one location. Differences of near-simultaneous, monthly and deseasoned monthly sea level height time-series have been considered in order to reduce the error in the estimated linear-term. In a subset of 23 tide gauge stations the mean accuracy of the estimated vertical rates is 2.3 ± 0.8 mm/yr. Results for various stations are in agreement with estimates of vertical land motion from geodetic methods. A comparison with vertical motion estimated by GPS at four locations shows a mean difference of ?0.04 ± 1.8 mm/yr, however the length of the GPS time-series and the number of locations are too small to draw general conclusions.  相似文献   

13.
为了了解潮流从西北太平洋经吕宋海峡进入南海内的变化及其垂向结构,本文利用在吕宋海峡附近沿东西方向布放的多套潜标同步获得的高分辨率ADCP长时间连续观测上层海流资料,使用调和分析方法将实测海流分解成3部分:不随时间变化的定常流、周期性潮流和剩余流,并将潮流分解为正压潮流和斜压潮流。通过对实测海流中各组分的分析,得到以下结论:该区域潮流类型在不同深度上有明显变化;M2潮自吕宋海峡传入南海后强度显著减弱75%左右,K1、O1分潮在上层强度减弱约三分之一。从垂向变化来看,在潮流强度上,各站点垂直方向上潮流强度均发生变化。从方向上看,各分潮潮流椭圆东西向特征明显,长轴变化较大,短轴(南北向特征)垂向变化不显著;潮流运动主要沿逆时针方向,垂直方向上潮流明显减弱或增强时会发生转向。斜压潮流主要集中在上表层,100m左右以下随深度逐渐减弱。东西方向斜压潮流能量比正压潮流强,而南北向的流比较稳定,且斜压潮流能量远小于正压潮流。定常流强度在各站点呈现相似的变化趋势,随深度变化减弱。  相似文献   

14.
Comparing to single BeiDou Navigation Satellite System (BDS) Precise Point Positioning (PPP), a method which can more quicklydetermine the ambiguity parameters of BDS through applying the contribution of GPS observations is proposed and analyzed in this article. The numerical examples and analysis show that the ionosphere-free ambiguities of BDS satellites can be determined and converged more quickly because of the contribution of GPS observations. The average improvement of the convergent speed of positioning is 18.5% and its positioning accuracy in N, E, and U components are improved by 29.4, 30.3, and 34.4%, respectively, with the contribution of the a priori coordinates obtained from GPS observations. This method is useful for single BDS system positioning when there is a priori information provided by GPS or other sensors which be replaced by and can be applied at the beginning of the computation.  相似文献   

15.
An absolute calibration of the TOPEX/Poseidon (T/P) and Jason-1 altimeters has been undertaken during the dedicated calibration phase of the Jason-1 mission, in Bass Strait, Australia. The present study incorporates several improvements to the earlier calibration methodology used for Bass Strait, namely the use of GPS buoys and the determination of absolute bias in a purely geometrical sense, without the necessity of estimating a marine geoid. This article focuses on technical issues surrounding the GPS buoy methodology for use in altimeter calibration studies. We present absolute bias estimates computed solely from the GPS buoy deployments and derive formal uncertainty estimates for bias calculation from a single overflight at the 40-45 mm level. Estimates of the absolute bias derived from the GPS buoys is -10 ± 19 mm for T/P and +147 ± 21 mm for Jason-1 (MOE orbit) and +131 ± 21 mm for Jason-1 (GPS orbit). Considering the estimated error budget, our bias values are equivalent to other determinations from the dedicated NASA and CNES calibration sites.  相似文献   

16.
Correction factors based on the catch ratios of egg and larval densities in the southern waters of Korea were estimated for anchovyEngraulis japonica. This was undertaken in order to adjust ichthyoplankton data from different sampling methods, gear types and time. Samples were collected during ichthyoplankton surveys in Korean waters from 1983 to 1994. The ratios for egg densities obtained in vertical tows with a NORPAC net (ring Φ, 45 cm) compared to those obtained in oblique tows with a KOB net (ring Φ, 80 cm) were 0.86 (CV = 0.65), 1.22 (CV = 0.36), and 0.93 (CV = 0.42) for early, middle, and later developmental stages, respectively. The ratios for larval densities for vertical and oblique tows varied depending on size. For yolk-sac and small larvae (< 4 mm), the ratios were 3.08 (CV = 0.45) and 1.98 (CV = 1.34), while those of 4-6 mm, 6-8 mm, and 8-10 mm larvae were 0.44 (CV = 1.31), 0.45 (CV = 1.70), and 0.56 (CV = 2.50), respectively. Ratios of day/night densities for larvae of 4-10 mm lengths were lower (0.01-0.06) in offshore catches than values obtained in coastal areas (0.44-0.46) and similar values (0.16-0.04) for vertical and oblique tows. Our results indicated that vertical towing is more efficient for sampling early life stages (from eggs to larvae less than 4 mm long), while oblique towing is more efficient for larvae longer than 4 mm due to depth preferences for each developmental stage (e.g., changes in egg buoyancy and vertical migration of larvae).  相似文献   

17.
The French Transportable Laser Ranging System (FTLRS), a highly transportable Satellite Laser Ranging (SLR) instrument, was set up in Corsica (from January to September 2002) for participating to the JASON-1 altimeter verification phase. In addition to the tracking of oceanographic satellite missions and in order to perform an accurate positioning, the FTLRS also acquired laser ranging data on geodetic satellites, STARLETTE and STELLA essentially.

The paper describes the analysis strategy mainly based on the use of a short-arc orbit technique to compute accurate 1 cm local orbits, and then the geocentric positioning (2-3 mm relative to GPS). Finally, we established the JASON-1 absolute calibration value, based on 9 SLR short-arcs (between cycles 1 and 26), at 108.2 ± 8.7 mm; the 10-day repeatability is of 26.1 mm showing that a great accuracy has been reached.  相似文献   

18.
为评价GPS、VLBI、SLR三种空间技术确定地心坐标的实现精度,选择使用三种技术并置站上的坐标数据,在经历元统一、偏心改正和七参数转换之后,计算了这三种技术实现的参考架的转换参数,得到了任意两种技术地心坐标不符值的加权中误差,以此作为外符精度。经分析可知VLBI与GPS实现的地心坐标比SLR高一些,可达到毫米级。  相似文献   

19.
An orthogonal system of interferometry baselines aboard a geostationary satellite is considered primarily as a global positioning and navigation system. The mathematical model based on the relationship between the measured phase differences, the known transmitter positions, and other systematic error model parameters is derived. A generalized Least‐Squares estimation procedure is used for the solution of the unknown transmitter positions. Study of the effects of the various system and error model parameters on the position accuracy reveals that this accuracy is critically dependent on the baseline length and the magnitude of the random component of the measuring errors. With a 50‐m baseline, the obtainable accuracy at a frequency of 1.5 GHz is comparable to that of the NAVSTAR/ GPS system. Considering the interest and needs of the potential users for a multicapability system, this interferometry system is considered a major improvement over existing and planned navigation systems.  相似文献   

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