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THE PERFORMANCE OF A TIGHT INS/GNSS/PHOTOGRAMMETRIC INTEGRATION SCHEME FOR LAND BASED MMS APPLICATIONS IN GNSS DENIED ENVIRONMENTS

机译:GNSS拒绝环境中基于LAND基于MMS应用程序的紧密INS / GNSS /摄影测量集成方案的性能

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The early development of mobile mapping system (MMS) was restricted to applications that permitted the determination of the elements of exterior orientation from existing ground control. Mobile mapping refers to a means of collecting geospatial data using mapping sensors that are mounted on a mobile platform. Research works concerning mobile mapping dates back to the late 1980s. This process is mainly driven by the need for highway infrastructure mapping and transportation corridor inventories. In the early nineties, advances in satellite and inertial technology made it possible to think about mobile mapping in a different way. Instead of using ground control points as references for orienting the images in space, the trajectory and attitude of the imager platform could now be determined directly. Cameras, along with navigation and positioning sensors are integrated and mounted on a land vehicle for mapping purposes. Objects of interest can be directly measured and mapped from images that have been georeferenced using navigation and positioning sensors. Direct georeferencing (DG) is the determination of time-variable position and orientation parameters for a mobile digital imager. The most common technologies used for this purpose today are satellite positioning using the Global Navigation Satellite System (GNSS) and inertial navigation using an Inertial Measuring Unit (IMU). Although either technology used along could in principle determine both position and orientation, they are usually integrated in such a way that the IMU is the main orientation sensor, while the GNSS receiver is the main position sensor. However, GNSS signals are obstructed due to limited number of visible satellites in GNSS denied environments such as urban canyon, foliage, tunnel and indoor that cause the GNSS gap or interfered by reflected signals that cause abnormal measurement residuals thus deteriorates the positioning accuracy in GNSS denied environments. This study aims at developing a novel method that uses ground control points to maintain the positioning accuracy of the MMS in GNSS denied environments. At last, this study analyses the performance of proposed method using about 20 check-points through DG process.
机译:移动映射系统的早期发展(MMS)仅限于允许确定从现有地面控制的外部方向元素的应用。移动映射是指使用安装在移动平台上的映射传感器来收集地理空间数据的方法。关于移动映射的研究工作返回了20世纪80年代后期。这一过程主要是由于高速公路基础设施测绘和运输走廊库存的需求。在九十年代早期,卫星和惯性技术的进步使得有可能以不同的方式思考移动映射。而不是使用地面控制点作为在空间中定向图像的参考,现在可以直接确定成像平台的轨迹和姿态。相机以及导航和定位传感器的集成和安装在陆地车辆上,以用于映射目的。可以直接测量感兴趣的对象并从使用导航和定位传感器的图像中映射图像。直接地地理(DG)是用于移动数字成像器的时间可变位置和方向参数的确定。目前用于此目的的最常用技术是使用惯性测量单元(IMU)的全球导航卫星系统(GNSS)和惯性导航的卫星定位。尽管原则上使用的任何技术都可以确定位置和方向,但它们通常以这样的方式集成,即IMU是主定向传感器,而GNSS接收器是主位置传感器。然而,由于GNSS中的可见卫星数量有限的可见卫星拒绝了城市峡谷,叶片,隧道和室内,导致GNSS间隙或通过导致异常测量残差的反射信号干扰,因此妨碍了GNSS信号因导致异常测量残差而导致的反射信号。因此,否则导致异常测量残余的信号恶化。因此恶化了GNSS中的定位精度劣化环境。本研究旨在开发一种新颖的方法,该方法使用地面控制点来维持GNSS拒绝环境中MMS的定位精度。最后,本研究分析了通过DG工艺使用约20个检查点的所提出方法的性能。

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