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Electronics
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30 May 2023

Modeling and Compensation of Inertial Sensor Errors in Measurement Systems

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School of Geomatics, Liaoning Technical University, Fuxin 123000, China
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This article belongs to the Section Microelectronics

Abstract

In the field of surveying and mapping, inertial sensor deterministic errors are poorly understood, and error calibration and compensation are not carried out. Thus, in this study, the effects of three types of deterministic errors (i.e., bias, scale factor error, and installation error) in a conventional inertial measurement unit (IMU) error model on a navigation system are theoretically deduced and verified by simulation. Subsequently, navigation experiments are carried out to investigate the effects of the three deterministic errors on the navigation system. The experimental results show that the gyro bias has the strongest influence on the navigation and positioning accuracy of the system. Consequently, we designed a two-position continuous calibration scheme to calibrate the IMU. The calibration scheme can simultaneously calibrate the bias error of the gyroscope and the accelerometer. When calibrating the bias error of the 0.005°/h order of magnitude, the maximum relative error is 13.16%, and the rest of the calibration relative errors are less than 10%, which verifies the effectiveness of the calibration path designed in this paper. The system is compensated by using the IMU bias calibration results, and the navigation experiment results show that the position accuracy and heading accuracy are improved by 72.68% and 79.65%, respectively, through the calibration and compensation of IMU bias error. Therefore, the position and heading accuracy of the system will be greatly improved by calibrating and compensating the bias error through the two-position calibration path before the IMU is used.

1. Introduction

Inertial navigation systems are widely used in various positioning and navigation fields to obtain completely independent information on the high-frequency attitude, velocity, and position of a system in real time [1,2]. The strapdown inertial navigation system (SINS) has replaced the platform inertial navigation system in most navigation fields because of its substantially lower volume, weight, and cost and substantially higher reliability. A SINS is directly fixed on a carrier through an inertial measurement unit (IMU). The error in the measurement output of the inertial sensor is compensated for, and the strapdown matrix is then used to change the attitude. Finally, a computer can be used to complete the navigation solution and update and output the navigation solution results in real time. As the IMU is directly fixed on the carrier, the SINS is mainly used to perform error calibration and compensation for the inertial device [3,4,5].
IMUs play an important role in surveying and mapping. IMUs are widely used in mobile measurement [6,7], indoor positioning [8], pipeline measurement [9], mine tunneling [10], railway track geometry measurement [11], integrated navigation [12,13], and other fields. Reference [1] counted different levels of IMU accuracy indicators and application scenarios. In [14], error analysis and modeling of consumer-grade inertial sensors was carried out and the bias-corrected output of tactical-grade inertial navigation equipment was used as a reference true value to perform online calibration of consumer-grade inertial navigation equipment. In [15], a study was performed of the online calibration method of the microelectromechanical system (MEMS) IMU installed on a robot for the surveying and mapping of buildings. The calibration method was found to improve the output accuracy of the attitude information of the MEMS IMU. The yaw prediction accuracy of the robot was increased by 1–2°, thereby providing more accurate lidar point cloud data for information modeling of buildings. In [16], an error correction method was proposed based on a SINS zero-velocity update model with a motion constraint to solve the problem of SINS accumulation error for a shearer. In addition, the IMU can assist RTK measurements by increasing the speed of aligning the bubble to the level of the centering pod in traditional measurement [17]. In [18], a method was proposed to rectify the reduction in the measurement accuracy of the tilt of the centering rod caused by the bias and scale factor error of the accelerometer. A model for the measurement error of the centering rod was established that related the pitch measurement error and the two aforementioned fixed errors of the accelerometer. The model was used to improve the RTK measurement performance. In [19], a three-position on-site calibration method was proposed for a personal navigation system. The method was used to effectively calibrate the biases and scale factor errors of the gyro and accelerometer but did not have ideal accuracy. IMUs are used in novel applications. For example, IMUs are used to determine the attitude of small unmanned aerial vehicles (UAVs) [20] and facilitate human-motion tracking [21]. In [22], yaw-angle estimation was improved for low-cost inertial navigation system/global positioning system (INS/GPS) integration. Seamless integrated navigation of a low-cost multi sensor system was achieved in [23]. In [24], a novel dead reckoning algorithm was proposed for the mapping and positioning of an urban underground pipeline. However, the IMU error was not analyzed. In [25], the filtering algorithm was improved to address the situation of reduced accuracy caused by the replacement of tactical-level IMUs by MEMS in pipeline measurements of small apertures, but this improvement is less helpful for improving the accuracy, and cannot solve the fundamental problem of large, fixed errors of the sensor itself. In [26], an online calibration method for the visual–inertial system was proposed, which has low operability in the field of surveying and mapping. The most effective way to improve the accuracy of the IMU is to calibrate the IMU, but IMU calibration is relatively unfamiliar in the field of surveying and mapping, and there is little demand for high-cost, high-precision calibration solutions [27,28]. Therefore, it is necessary to conduct research on IMU calibration in the field of surveying and mapping and design a calibration scheme that meets the needs of the field of surveying and mapping. Against this research background, an in-depth analysis of the IMU error is conducted in this study to develop an improved calibration scheme for the IMU error.
The error in an inertial navigation system accumulates over time and considerably affects the accuracy of the information output by the system. Calibrating and compensating for the IMU error are highly effective and necessary for improving the system accuracy. IMU errors can be classified into deterministic and random errors [29]. In this paper, firstly, this paper conducts simulation experiments and analysis around the effect of three types of deterministic errors of IMU on the system attitude, velocity, and position navigation accuracy; the discussion and research in this part is for the convenience of researchers who have specific IMU output requirements, such as researchers who only need IMU to output high-precision attitude information. For the field of surveying and mapping, the use scenarios of IMU mainly appear in the low dynamic field, and more attention is paid to plane information, so IMU high-precision position and heading information is especially important. In the following research, we will pay more attention to which error has the greatest impact on the position and heading accuracy of the system among all the errors of the IMU, and then design a calibration for this error to provide a cost-effective calibration solution. The error with the largest effect on the system accuracy is then effectively compensated by calibration of the SINS before use, thereby improving the navigation accuracy.
This paper is organized as follows. In Section 1, IMU error modeling is presented, including a sensor error model and systematic error equations. In Section 2, the effect of the fixed error of the sensor on the system is determined and analyzed. In Section 3, a navigation simulation experiment and IMU error calibration and compensation are described. The study is summarized in Section 4.

2. Materials and Methods

2.1. Sensor Error Model

Inertial sensors generally consist of three accelerometers and three gyros, as shown in Figure 1. Ideally, the components of the accelerometer and gyro assemblies are mounted orthogonally to provide the SINS with information on the acceleration and angular rate of the carrier in three orthogonal directions. The acceleration is integrated once to obtain the carrier velocity, which is in turn integrated to obtain the carrier position. The angular rate provides information on changes in the attitude of the carrier.
Figure 1. Schematic of the inertial sensor.
The main deterministic errors of inertial sensors are bias, scale factor error, and installation error. Bias is the output level for a zero input to the accelerometer or gyro. Scale factor error is the difference between the scale factors of accelerometer or gyro in actual operation and their factory calibration factors. Installation error is produced by misalignment of the sensitive axes of the accelerometer and gyro with those of the carrier coordinate system (as shown in Figure 2) caused by deviations from ideal installation [30]. In Figure 2, the carrier coordinate system ( o - x b y b z b ) is triply orthogonal, whereas neither the acceleration coordinate system (composed of the coordinates of the three accelerometers) ( o - x a y a z a ) or the gyro coordinate system (composed of the coordinates of the three gyros) ( o - x g y g z g ) is triply orthogonal. Neither o - x a y a z a nor o - x g y g z g coincide with o - x b y b z b .
Figure 2. Schematic of IMU installation error.
The output error model of the three-axis accelerometer and three-axis gyro of the SINS is as follows:
δ f x b δ f y b δ f z b = K a x E a x y E a x z E a y x K a y E a y z E a z x E a z y K a z f x b f y b f z b + B a x B a y B a z
δ ω i b x b δ ω i b y b δ ω i b z b = K g x E g x y E g x z E g y x K g y E g y z E g z x E g z y K g z ω i b x b ω i b y b ω i b z b + B g x B g y B g z
where δ f I b ( I = x , y , z ) and f I b ( I = x , y , z ) represent the output errors and ideal output of the accelerometers, respectively; δ ω i b I b ( I = x , y , z ) and ω i b I b ( I = x , y , z ) represent the corresponding variables for the gyros; K a I ( I = x , y , z ) and K g I ( I = x , y , z ) represent the scale factor errors; E a I J ( I , J = x , y , z ; I J ) and E g I J ( I , J = x , y , z ; I J ) represent the installation errors; B a I ( I = x , y , z ) and B g I ( I = x , y , z ) represent the bias, where a and g denote the accelerometers and gyros, respectively.
Equations (1) and (2) can be simplified to
δ f b = E a f b + B a δ ω i b b = E a ω i b b + B g

2.2. Systematic Error Equation

The propagation of the device error of the inertial sensor in the inertial navigation system under the condition of a stationary base is described by systematic error equations, where Equations (4)–(6) model the error in the velocity, attitude, and position, respectively [31,32,33]:
δ v ˙ n = f n × ϕ + C b n δ f b ( 2 δ ω i e n + δ ω e n n ) × v n ( 2 ω i e n + ω e n n ) × δ v n δ g n
ϕ ˙ = ϕ × ω i n n + δ ω i n n C b n δ ω i b b
δ L ˙ = δ v N R M + h δ h v N ( R M + h ) 2 δ λ ˙ = sec L R N + h δ v E + v E sec L tan L R N + h δ L v E sec L ( R N + h ) 2 δ h
In the equations above, n, I, b, and e represent the navigation frame, inertial frame, body frame, and Earth frame, respectively; ϕ = [ ϕ x ϕ y ϕ z ] Τ is the misalignment angle error; ω i n n denotes the projection of the rotational angular velocity of n-frame relative to i-frame in n-frame; ω i b b denotes the projection of the rotational angular velocity of b-frame relative to i-frame in b-frame; C b n represents the strapdown matrix; v n = [ v N v E v U ] Τ denotes the projections of the velocity of n-frame relative to e-frame along the north, east, and up directions of n-frame; f n represents the projection of the specific force in n-frame; ω i e n represents the rotational angular velocity of the Earth in n-frame; ω e n n represents the projection of the rotational angular velocity of n-frame relative to e-frame in n-frame; δ g n represents the gravity error; δ L and δ λ represent the latitude and longitude errors, respectively; R M and R N represent the radii of curvature of the meridian and prime vertical, respectively.

3. The Influence of Device Error on the System

First, the influence of bias on the system is analyzed. Assuming there is no scale factor error or installation error, the output errors of the accelerometers and gyros are δ f b = B a and δ ω i b b = B g , respectively. Substituting these two results into Equations (4) and (5) yields.
δ v ˙ n = f n × ϕ + C b n B a ( 2 δ ω i e n + δ ω e n n ) × v n ( 2 ω i e n + ω e n n ) × δ v n δ g n
ϕ ˙ = ϕ × ω i n n + δ ω i n n C b n B g
Equation (7) shows that the system velocity error is proportional to the accelerometer bias. Equation (8) indicates that the system attitude error is proportional to the gyro bias. Three sets of accelerometer bias error and three sets of gyroscope bias error are set, respectively, for simulation experiments. Each group of bias errors is separately introduced into the system error model. The settings of three groups of accelerometer bias error and three groups of gyroscope bias error are shown in Table 1. The simulation conditions are set as follows: the initial longitude is 45.78°, the initial latitude is 126.67°, the horizontal attitude angle and attitude error angle are both set to 0°, and the simulation time is 12 h. The simulation experimental results are shown in Figure 3 and Figure 4.
Table 1. Accelerometer and gyroscope bias error simulation settings.
Figure 3. Velocity error introduced by different accelerometer biases.
Figure 4. Attitude error introduced by different gyro biases.
Figure 3 and Figure 4 show that as B a and B g increase, the error induced in the speed and attitude increase gradually in a linear relationship with bias errors. In Figure 3 and Figure 4, the speed error and attitude error present a sinusoidal fluctuations pattern over time, which is actually a periodic oscillation. This is because the navigation error caused by the error source includes three types: the Schuler cycle, the Foucault cycle, and the Earth cycle. In terms of periodic oscillators and non-periodic terms, the form of system error oscillation caused by accelerometer zero bias error is the Schuler cycle modulated by Foucault cycle. The form of the system error oscillation caused by the gyroscope zero bias error is that the Schuler periodic oscillation modulated by the Foucault periodic oscillation is superimposed on the Earth periodic oscillation.
Next, the influence of the scale factor error and installation error on the system is analyzed. Assuming there is no bias, the output errors of the accelerometers and gyros are δ f b = E a f b and δ ω i b b = E g ω i b b , respectively. Substituting these two results into Equations (4) and (5) yields
δ v ˙ n = f n × ϕ + C b n E a f b ( 2 δ ω i e n + δ ω e n n ) × v n ( 2 ω i e n + ω e n n ) × δ v n δ g n
ϕ ˙ = ϕ × ω i n n + δ ω i n n C b n E g ω i b b
Equations (9) and (10) show that the systematic error resulting from installation error and scale factor error is related to the motion state of the system. The more vigorous the motion is (i.e., the larger f b and ω i b b are), the larger the systematic error caused by installation error and scale factor error is.
A navigation simulation experiment is carried out, assuming there is no accelerometer bias, for the following scale factor error and installation error:
E a = E g = 2 × 10 5 30 30 30 2 × 10 5 30 30 30 2 × 10 5
Three speeds, 5 m/s, 10 m/s, and 15 m/s, are set to simulate the driving trajectory of a car. The car successively drives 6 km east, 3 km south, 6 km west, and 1.5 km north. The results of the navigation simulation experiment are shown in Figure 5.
Figure 5. Position error at different vehicle speeds.
Figure 5 shows that for the same driving trajectory, the generated position error varies with the vehicle speed. The position error is smallest at a vehicle speed of 5 m/s and largest at a vehicle speed of 15 m/s. Therefore, the faster the carrier moves, the larger the position error generated by the accelerometer scale factor error and installation error is.
In situ navigation simulation experiments are conducted in swinging and swinging environments with swing amplitudes of 0°, 1°, and 2°. Figure 6 shows the simulation results obtained assuming there is scale factor error and installation error, but no gyro bias, for the parameter setting provided in Equation (11).
Figure 6. Attitude error generated at different swing amplitudes.
Figure 6 shows that the three angles of the attitude error generated by the gyro scale factor error and installation error increase with the swing amplitude. Therefore, the larger the amplitude of the oscillation of the motion environment of the carrier is and the higher the intensity of the angular motion is, the larger the generated attitude error is.
The effects of the IMU bias, scale factor error, and installation error on the system are analyzed. The scale factor error and installation error produce different effects on the carrier because of differences in the carrier motion. We consider the comprehensive effect of the three types of deterministic IMU errors on the navigation accuracy of the system. What are the individual contributions of the three types of errors to the overall error? Which error has the largest impact on the system accuracy and how can this error be eliminated? These issues are considered in the next section.

5. Conclusions

A theoretical analysis and experiments on deterministic IMU errors show that the systematic error generated by the IMU bias is proportional to the bias itself, whereas the systematic error generated by scale factor error and installation error is related to the motion state of the carrier (the more intense the motion is, the larger the systematic error is). This helps users who have specific needs for IMUs to pay attention to IMU errors according to their own needs and application scenarios. Next, navigation simulation experiments are carried out to determine the influences of various deterministic errors on the navigation system. The results show that among various deterministic errors, the gyro zero bias error has the greatest impact on the position information and navigation information concerned in the field of surveying and mapping, which is greater than the sum of the impacts of other errors. Aiming at this situation, an on-site calibration method is designed, which only needs two calibration positions for a total of 20.5 min to complete the calibration of the IMU zero bias error. The simulation experiment shows that this calibration path can effectively calibrate the error with a smaller order of magnitude. The relative error of most error calibrations is less than 10%. The system is compensated by using the IMU’s bias error calibration results, the position accuracy is increased by 72.68%, and the heading accuracy is increased by 79.65%. By calibrating and compensating the IMU bias error before use, the navigation accuracy of the system can be improved economically and effectively. This paper provides a reference for the simple and effective calibration of the IMU in the field of surveying and mapping.

Author Contributions

Conceptualization, T.Z. and A.X.; data curation, X.X.; formal analysis, M.L.; investigation, X.X.; methodology, T.Z. and A.X.; visualization, M.L.; writing—original draft, T.Z. All authors have read and agreed to the published version of the manuscript.

Funding

This research was funded by the National Natural Science Foundation of China (Grant No. 42071447, 42074012), and the Scientific Research Fund of Liaoning Provincial Education Department (Grant No. LJ2019JL021).

Data Availability Statement

Not applicable.

Conflicts of Interest

The authors declare no conflict of interest.

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