飞行平台确定目标位置参数误差估计的数学模型

V. Korolov, S. Savchuk, Olha Korolova, Ihor Milkovich, Yaroslav Zaec
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引用次数: 1

摘要

有些任务需要确定现有光学观测设施无法到达的地区的地标。其测定的准确性显著影响任务期间使用必要设备的有效性。本文提出了一种利用飞行平台确定目标参数的算法。安装了一个观测点,并配备了导航系统来解决这个任务。这保证了它的方向和定位。观测点显示为空中观测点。建议使用飞行平台。飞行平台的坐标相对于观测点确定,地标的坐标相对于飞行平台确定。提出了利用飞行平台确定目标坐标估计误差的数学模型。对利用飞行平台确定目标参数的误差进行了分析。利用Mathcad软件包对数学建模结果进行分析。研究了这些参数与观测点、平台和目标的相对位置的关系。结果表明,确定测点位置和测量距离的误差是确定地标坐标误差的主要来源。得到了一种解析相关性,可以在已知观测点坐标确定误差和测距仪定程误差的情况下,估计利用飞行平台确定地标坐标的误差。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mathematical Model for Errors Estimation of Object’s Location Parameters Determination Using Flying Platform
Some tasks require identification of landmarks in districts beyond the reach of existing optical observation facilities. The accuracy of their determination significantly affects the effectiveness of the use necessary equipment during the task. In the paper an algorithm to determine the object parameters using a flying platform is offered. An observation point is installed which is equipped with a navigation system to solve this task. This ensures its orientation and positioning. From the observation point an aerial observation point is displayed. It is suggested to use a flying platform. The coordinates of the flying platform are determined relative to the observation point, the coordinates of the landmarks are determined relative to the flying platform. The mathematical model of the estimation error determination of object coordinates with the help of a flying platform is proposed. The analysis of errors in determining the parameters of the object using a flying platform is conducted. Analysis of the results of mathematical modeling is conducted using the package of applications Mathcad. The dependence of these parameters on the relative position of the observation point, platforms and object is examined. It is shown that the main contribution to the error of determining the coordinates of the landmark is given by the errors of determining the observation point location and measuring the range. An analytical correlation is obtained, which allows to estimate the errors of determining the coordinates of the landmark using the flying platform with known errors in determining the observation point coordinates and the range determination of the range finder.
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