Position, Navigation, and Timing Technologies in the 21st Century. Группа авторов. Читать онлайн. Newlib. NEWLIB.NET

Автор: Группа авторов
Издательство: John Wiley & Sons Limited
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Жанр произведения: Физика
Год издания: 0
isbn: 9781119458517
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made by the receiver on the N cellular towers along with the estimates images produced by the mapping receivers were fed to a least‐squares estimator to produce an estimate images of the receiver’s states and an associated estimation error covariance matrix P, from which the VDOP, HDOP, and GDOP were calculated and are tabulated in Table 38.6 for M GPS SVs and N cellular towers. A sky plot of the GPS SVs is shown in Figure 38.62(a). The tower locations, receiver location, and a comparison of the resulting 95th‐percentile estimation uncertainty ellipsoids of images for {M, N} = {5, 0} and {5, 3} are illustrated in Figure 38.62(b). The corresponding vertical errors were 1.82 m and 0.65 m, respectively. Hence, adding three cellular towers to the navigation solution that used five GPS SVs reduced the vertical error by 64.3%.

      38.8.2.2 Aerial Vehicle Navigation

(M) SVs, (N) Towers: {M, N} {4, 0} {4, 1} {4, 2} {4, 3} {5, 0} {5, 1} {5, 2} {5, 3}
VDOP 3.773 1.561 1.261 1.080 3.330 1.495 1.241 1.013
HDOP 2.246 1.823 1.120 1.073 1.702 1.381 1.135 1.007
GDOP 5.393 2.696 1.933 1.654 4.565 2.294 1.880 1.566
Schematic illustrations of (a) the sky plot of GPS SVs: 14, 18, 21, 22, and 27 used for the 5 SV scenarios. For the 4 SV scenario, SVs 14, 21, 22, and 27 were used. The elevation mask, elsv, min, was set to 20-degree (dashed red circle). (b) Top: Cellular CDMA tower locations and receiver location. Bottom: Uncertainty ellipsoid (yellow) of navigation solution from using pseudoranges from five GPS SVs and uncertainty ellipsoid of navigation solution from using pseudoranges from five GPS SVs and three cellular CDMA towers.

      Source: Reproduced with permission of Z. Kassas (International Technical Meeting Conference).

      Traditional integrated navigation systems, particularly onboard vehicles, integrate GNSS receivers with an INS. When these systems are integrated, the long‐term stability of a GNSS navigation solution complements the short‐term accuracy of an INS. GNSS–INS fusion architectures with loosely coupled, tightly coupled, and deeply coupled estimators are well studied [87]. Regardless of the coupling type, the errors of a GNSS‐aided INS will diverge in the absence of GNSS signals, and the rate of divergence depends on the quality of the IMU. Cellular signals could be used in place of GNSS signals to aid an INS [44]. This section outlines how cellular signals could be used to aid an INS in the absence of GNSS signals. Additional details can be found in [4, 45, 88, 89].

      This section is organized as follows. Section 38.9.1 discusses how to aid the INS with cellular signals in a radio SLAM fashion. Sections 38.9.2 and 38.9.3 present simulation and experimental results, respectively, of a UAV navigating in a radio SLAM fashion, while aiding its INS with ambient cellular signals.

      Source: Reproduced with permission of IEEE.

      38.9.1 Radio SLAM with Cellular Signals

      To correct INS errors using cellular pseudoranges, an EKF framework similar to a traditional tightly coupled GNSS‐aided INS integration strategy can be adopted, with the added complexity that the cellular towers’ states (position and clock error states) are simultaneously estimated alongside the navigating vehicle’s states (position, velocity, attitude, IMU measurement error states, and receiver clock error states). This framework