Integrated GPS/INS system for pedestrian navigation in a signal degraded environment

S Godha, G Lachapelle, ME Cannon - … Meeting of the Satellite Division of …, 2006 - ion.org
Proceedings of the 19th International Technical Meeting of the Satellite …, 2006ion.org
This paper evaluates the performance of a shoe/foot mounted inertial system for pedestrian
navigation application. Two different grades of inertial sensors are used, namely a medium
cost tactical grade Honeywell HG1700 inertial measurement unit (IMU) and a low-cost
MEMS-based Crista IMU (Cloud Cap Technology). The inertial sensors are used in two
different ways for computing the navigation solution. The first method is a conventional
integration algorithm where IMU measurements are processed through a set of …
This paper evaluates the performance of a shoe/foot mounted inertial system for pedestrian navigation application. Two different grades of inertial sensors are used, namely a medium cost tactical grade Honeywell HG1700 inertial measurement unit (IMU) and a low-cost MEMS-based Crista IMU (Cloud Cap Technology). The inertial sensors are used in two different ways for computing the navigation solution. The first method is a conventional integration algorithm where IMU measurements are processed through a set of mechanization equation to compute a six degree-offreedom (DOF) navigation solution. Such a system is referred to as an Inertial Navigation System (INS). The integration of this system with GPS is performed using a tightly coupled integration scheme. Since the sensor is placed on the foot, the designed integrated system exploits the small period for which foot comes to rest at each step (stance-phase of the gait cycle) and uses Zero Velocity Update (ZUPT) to keep the INS errors bounded in the absence of GPS. An algorithm for detecting the stance-phase using the pattern of three-dimensional acceleration is discussed. In the second method, the navigation solutions is computed using the fact that a pedestrian takes one step at a time, and thus positions can be computed by propagating the step-length in the direction of pedestrian motion. This algorithm is termed as pedestrian dead-reckoning (PDR) algorithm. The IMU measurement in this algorithm is used to detect the step, estimate the step-length, and determine the heading for solution propagation. Different algorithms for stridelength estimation and step-detection are discussed in this paper. The PDR system is also integrated with GPS through a tightly coupled integration scheme. The performance of both the systems is evaluated through field tests conducted in challenging GPS environments using both inertial sensors. The specific focus is on the system performance under long GPS outages of duration upto 30 minutes.
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