具有时变时滞的数据采样无人船舵减摇系统稳定性分析     

白宇明  陈增治  单麒赫  李铁山 《南京气象学院学报》2018,10(6):687-694

本文研究了基于数据采样的无人船舵减摇闭环控制系统的稳定性.考虑到采样过程存在延迟现象,引用动态时滞区间的方法,构造相应的Lyapunov-Krasovskii泛函（LKF）.此方法将固定时滞区间扩展成为动态时滞区间,不仅放宽了时滞区间上界和下界的限制,还能同时获得基于线性矩阵不等式（LMI）的更小保守性的相关稳定性判据.最终可以获得一个更宽松的标准来分析基于数据采样的无人船舵减摇闭环控制系统的稳定性.最后,举例说明了所提出方法的有效性.  相似文献   

对流层经验模型在中国VLBI站上的优化分析     

姜君  宋淑丽  周伟莉 《大地测量与地球动力学》2020,40(3):231-235

利用2010~2012年的IGS天顶对流层延迟(ZTD)序列、ERA5格网数据积分ZTD序列,在中国4个VLBI站点上对目前常用的经验模型进行优化,分别建立Local_ERA和Local_ZTD模型。基于2013~2014年IGS并址站点ZTD数据,将改进后的2种模型与全球GPT2w模型、SHAO-Gm模型进行对比。结果表明,改进后的Local_ERA、Local_ZTD模型精度相近,相对于GPT2w、SHAO-Gm模型平均精度在4个VLBI站点上都有提高,尤其在水汽季节性变化较强的北京站改进效果明显;其中Local_ERA平均精度略高于Local_ZTD,比GPT2w模型精度提高7.90%,比SHAO-Gm模型精度提高21.26%。  相似文献   

基于多尺度相关性分析的InSAR对流层延迟误差改正算法     

何永红  靳鹏伟  舒敏 《地球信息科学学报》2020,22(9):1878-1886

针对合成孔径雷达干涉技术中对流层延迟误差会影响DEM精度的问题,提出采用小波多尺度相关性分析方法来减弱与高程相关的对流层延迟误差的影响,来提高合成孔径雷达干涉DEM的估计精度。该方法基于小波多分辨率分析理论,根据差分干涉相位不同组成的频率特性,利用小波分解重构均方根误差变化率确定分解层数,降低地形残差相位、噪声相位等对大气延迟误差相位估计的干扰,提取对流层延迟误差相位所在频带;然后结合对流层延迟误差相位和雷达坐标系下的DEM在不同尺度上的相关性定权并进行降权处理,重构解缠差分干涉图,改正差分干涉相位中与高程相关的对流层延迟的影响。采用本文方法对覆盖河南义马地区的2景ENVISAT ASAR数据进行处理,得到对流层延迟误差改正后的差分干涉图,估计的与高程相关的对流层延迟相位,与地形变化情况吻合。将对流层延迟误差改正后的干涉图用于DEM高程估计,结果显示本文方法重建的DEM与Aster GDEM的标准差由30.7 m提高到26.37 m,提高了InSAR DEM估计精度。  相似文献   

对流层延迟对GNSS单点定位影响的全球评估     

王瑾芳  杨玲 《大地测量与地球动力学》2020,40(11):1194-1199

为研究对流层延迟时空差异性引起的单点定位偏差的不确定性,首先利用IGS ZPD产品分析其最大值、最小值、均值和STD与测站空间分布的相关性,结果显示,ZPD均值约为2.4 m,其存在随纬度增加而减小的总体趋势,但沿赤道不完全对称,在北半球离散度较大;然后针对单点定位模型,推导对流层延迟对定位参数解算的影响公式,并评估其对单点定位的影响,结果表明,对流层延迟对U方向的影响最大（可达7~15 m）,对N方向的影响居中（在±0.6 m以内）,对E方向的影响最小（在±0.2 m以内）。  相似文献   

含直立裂隙介质的弹性波动方程正演模拟     

张晶何兵寿  张会星 《中国煤炭地质》2008,20(1):50-54

从具有水平对称轴的横向各向同性（HTI）介质中的弹性波动方程出发,在交错网格空间中采用高阶差分算子对弹性波动方程进行差分离散,得到了HTI介质中地震波正演的高阶有限差分格式,研究并实现了PML吸收边界条件。在此基础上实现了HTI介质中弹性波方程的多波正演。数值算例表明,该方法能够精确模拟弹性波在复杂各向异性介质中的传播过程,得到高精度的正演记录。  相似文献   

近景摄影测量中大角度问题的探讨   总被引：6，自引：1，他引：5  

陈义  陆珏  郑波 《测绘学报》2008,37(4):0-520

应用摄影测量中的解析算法,研究倾斜摄影和交向摄影中大角度摄影情况下的解算方法对经典解析算法的影响,推导大角度摄影情况下从相对定向至绝对定向这一解析过程的算法,通过算例证明在大倾角摄影条件下利用该算法能够准确计算出地面点坐标以及反算出像片的外方位元素,从而验证本算法在大倾角近景摄影测量中的适用性。  相似文献   

Variational method for objective analysis of scalar variable and its derivative     

S. G. Narkhedkar  S. K. Sinha 《Journal of Earth System Science》2008,117(5):621-635

In this study real time data have been used to compare the standard and triangle method by performing the objective analysis of mean sea level pressure. In the standard method, derivative fields are obtained from the grid point data using finite difference scheme whereas in the triangle method, a set of non-overlapping triangles are formed from the observations and the scalar and the spatial derivatives are computed directly at the centroid of each of the non-overlapping triangles. These scalars and their derivatives are then mapped to uniform grids by using the standard method. It has been found that objectively analysed scalar field obtained using standard method is superior to the scalar field derived by the triangle method, whereas the derivative fields produced by triangle method are superior to the derivative fields produced using standard method. A variational objective analysis scheme has been developed and an experiment has been carried out with depression case of June (11–15) 2004. It is found that the new scheme (variational) is able to extract the better parts of both triangle and standard methods. The results of this study will be useful in carrying out diagnostic calculations that involve derivative estimates.  相似文献   

壶穴差异风化或风蚀作用成因质疑   总被引：3，自引：0，他引：3  

吕洪波  任晓辉  许民  欧阳江城 《地质论评》2008,54(2):192-198

过去十年来发表了一系列关于中国东部第四纪冰川地貌的文章,而关于壶穴成因的争论也通过各种媒介报道出来。笔者等建议壶穴仅仅用于表示快速旋转水流在基岩表面形成的近圆筒形的凹坑,以口小肚大底平为典型形态特征,而冰川融水冲蚀形成的壶穴则叫做冰川壶穴。近年来,有些研究者将中国东部花岗岩山脊上的壶穴与差异风化和风蚀作用联系起来。笔者等分析了风化作用和风蚀作用的特点,明确指出：风化作用和风蚀作用并非壶穴形成的原因,唯一可能的成因是快速的河水或冰川融水的旋转水流。因此,在中国南方河床上发现的壶穴既可能是河流流水形成的,也可能是第四纪山谷冰川融水造成的;而中国北方花岗岩山脊上的壶穴只能是曾经覆盖其上的第四纪冰帽在冰川退缩期之冰川融水形成的。所以,花岗岩山脊上的壶穴为冰川壶穴（即冰臼）,可以看作第四纪冰帽的标志。根据中国东部壶穴的分布特征推断：中国东部之北方在第四纪末次冰盛期至少曾经存在着许多冰帽甚至大陆冰川,而其南部边缘至少已经达到山东蒙山以南。  相似文献   

Implementation and testing of the gridded Vienna Mapping Function 1 (VMF1)   总被引：6，自引：5，他引：1  

J. Kouba 《Journal of Geodesy》2008,82(4-5):193-205

The new gridded Vienna Mapping Function (VMF1) was implemented and compared to the well-established site-dependent VMF1, directly and by using precise point positioning (PPP) with International GNSS Service (IGS) Final orbits/clocks for a 1.5-year GPS data set of 11 globally distributed IGS stations. The gridded VMF1 data can be interpolated for any location and for any time after 1994, whereas the site-dependent VMF1 data are only available at selected IGS stations and only after 2004. Both gridded and site-dependent VMF1 PPP solutions agree within 1 and 2 mm for the horizontal and vertical position components, respectively, provided that respective VMF1 hydrostatic zenith path delays (ZPD) are used for hydrostatic ZPD mapping to slant delays. The total ZPD of the gridded and site-dependent VMF1 data agree with PPP ZPD solutions with RMS of 1.5 and 1.8 cm, respectively. Such precise total ZPDs could provide useful initial a priori ZPD estimates for kinematic PPP and regional static GPS solutions. The hydrostatic ZPDs of the gridded VMF1 compare with the site-dependent VMF1 ZPDs with RMS of 0.3 cm, subject to some biases and discontinuities of up to 4 cm, which are likely due to different strategies used in the generation of the site-dependent VMF1 data. The precision of gridded hydrostatic ZPD should be sufficient for accurate a priori hydrostatic ZPD mapping in all precise GPS and very long baseline interferometry (VLBI) solutions. Conversely, precise and globally distributed geodetic solutions of total ZPDs, which need to be linked to VLBI to control biases and stability, should also provide a consistent and stable reference frame for long-term and state-of-the-art numerical weather modeling.  相似文献   

Resolution of GPS carrier-phase ambiguities in Precise Point Positioning (PPP) with daily observations   总被引：64，自引：30，他引：34  

M. Ge  G. Gendt  M. Rothacher  C. Shi  J. Liu 《Journal of Geodesy》2008,82(7):389-399

Precise Point Positioning (PPP) has been demonstrated to be a powerful tool in geodetic and geodynamic applications. Although its accuracy is almost comparable with network solutions, the east component of the PPP results is still to be improved by integer ambiguity fixing, which is, up to now, prevented by the presence of the uncalibrated phase delays (UPD) originating in the receivers and satellites. In this paper, it is shown that UPDs are rather stable in time and space, and can be estimated with high accuracy and reliability through a statistical analysis of the ambiguities estimated from a reference network. An approach is implemented to estimate the fractional parts of the single-difference (SD) UPDs between satellites in wide- and narrow-lane from a global reference network. By applying the obtained SD-UPDs as corrections to the SD-ambiguities at a single station, the corrected SD-ambiguities have a naturally integer feature and can therefore be fixed to integer values as usually done for the double-difference ones in the network mode. With data collected at 450 stations of the International GNSS Service (IGS) through days 106 to 119 in 2006, the efficiency of the presented ambiguity-fixing strategy is validated using IGS Final products. On average, more than 80% of the independent ambiguities could be fixed reliably, which leads to an improvement of about 27% in the repeatability and 30% in the agreement with the IGS weekly solutions for the east component of station coordinates, compared with the real-valued solutions. An erratum to this article can be found at  相似文献