Single star-based orientation method using dual-axis level sensor

Abstract

Disclosed is a single star-based orientation method using a dual-axis level sensor, which includes a calibration process and an actual calculation process.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS

This application claims the benefit of priority from Chinese Patent Application No. 202111348637.6, filed on Nov. 15, 2021. The content of the aforementioned applications, including any intervening amendments thereto, is incorporated herein by reference in its entirety.

TECHNICAL FIELD

This application relates to absolute attitude measurement, and more particularly to a single star-based orientation method using a dual-axis level sensor.

BACKGROUND

Servo star sensors are designed to enable the all-day observation during the measurement of astronomical position and attitude on the ground. By means of the small view field of the servo star sensors, the celestial objects are observable in the daytime, and the observation of astronomical objects is changed from passive capture to active star-seeking. The active star-seeking process includes astronomical prediction, motion compensation and image stabilization-based tracking, and is difficult to implement. According to the principle of attitude solution, it is necessary to observe at least two non-parallel space vectors to obtain the attitude information. In view of this, with regard to the servo star sensors, the observation target needs to be continuously changed to achieve the attitude measurement.

Regarding the current servo star sensor-based orientation, there is still a lack of a single star observation-based orientation strategy, and the dual-axis level sensor information-based fusion method is also absent.

For the existing servo star sensors, the active star-seeking is usually adopted for the attitude measurement, in which a priori information is introduced to predict the orientation of 3 to 5 celestial objects, and a servo is guided by the outline attitude information for observation. The active star-seeking has acceptable reliability under quasi-static conditions; under dynamic conditions, affected by the carrier motion, the later observation targets are prone to fall out of the observation field of view. Though some star sensors use inertial components such as gyroscopes to compensate for attitude changes of the carrier during the observation, the small observation view field still fails to enable the reliable observation.

A miss distance is used in a control strategy of the single star tracking for control feedback, which greatly enhances the control robustness. This method is often used in some geodetic astronomical surveys for orientation, but the fine adjustment of the measuring instrument is strictly required, which is difficult to achieve for dynamic carriers.

In summary, there is still a lack of a convenient single star-based orientation method that can reach the stable and reliable orientation with high update rate under dynamic conditions. A multi-star simultaneous solution is not only complicated in control strategy, but also difficult in the conversion of the calculation reference system, failing to obtain high-precision orientation information.

SUMMARY

In order to solve the above-mentioned problems, the present disclosure provides a single star-based orientation method using a dual-axis level sensor, which enables the orientation survey with a single astronomical object and improves a data update rate and measurement accuracy of astronomical orientation by measuring a redundant non-level information of the dual-axis level sensor.

Technical solutions of this application are described as follows.

This application provides a single star-based orientation method using a dual-axis level sensor, comprising:

(S1) denoting any two orthogonal side surfaces of a hexahedron on a star sensor as a first side surface and a second side surface, respectively; denoting a component of a vector ν_right on an X_n-axis of a quasi-horizontal reference system as t₄; and denoting a component of the vector ν_right on a Z_n-axis of the quasi-horizontal reference system as t₆;

wherein the vector ν_right is obtained by rotating a normal vector of the second side surface around the Z_n-axis of the quasi-horizontal reference system by a preset azimuth angle θ_dir^right;

(S2) calculating the t₄ and t₆ through the following equations:

$\{\begin{array}{c}{t}_4=-\left(\sin \mathrm{\alpha sin}\left(\Delta {\theta }_x^{\mathrm{pitch}}-{\theta }_x^{\mathrm{pitch}}\right)+\cos \mathrm{\alpha sin}\left(\Delta {\theta }_y^{\mathrm{pitch}}-{\theta }_y^{\mathrm{pitch}}\right)\right)\\ t_6=\left(\cos \mathrm{\alpha sin}\left(\Delta {\theta }_x^{\mathrm{pitch}}-{\theta }_x^{\mathrm{pitch}}\right)-\sin \mathrm{\alpha sin}\left(\Delta {\theta }_y^{\mathrm{pitch}}-{\theta }_y^{\mathrm{pitch}}\right)\right)\end{array};$

• • wherein α is an angle between an X_s-axis of a dual-axis level sensor reference system and an X-axis of a hexahedron reference system on the star sensor; θ_x^pitch is a measurement reading of the dual-axis level sensor on the X_s-axis; θ_y^pitch is a measurement reading of the dual-axis level sensor on a Y_s-axis of the dual-axis level sensor reference system; Δθ_x^pitch is a bias of the dual-axis level sensor on the X_s-axis; and Δθ_y^pitch is a bias of the dual-axis level sensor on the Y_s-axis;

(S3) denoting an observation vector of a single astronomical object in the hexahedron reference system as ν_PRI and denoting a reference vector of the single astronomical object in an inertial reference system as ν_GND, wherein the reference vector of the single astronomical object is obtained from a star catalog, and the ν_GND and ν_PRI satisfy the following equation:R_z(θ_z)·R_x(θ_x)·R_y(θ_y)·ν_GND=ν_PRI;

• • wherein R_y(θ_y) denotes that the reference vector ν_GND rotates around a Y-axis of the hexahedron reference system by an azimuth angle θ_y; R_x(θ_x) denotes that the reference vector ν_GND rotates around the X-axis of the hexahedron reference system by a pitch angle θ_x; and R_z(θ₂) denotes that the reference vector ν_GND rotates around a Z-axis of the hexahedron reference system by a roll angle θ_z;

(S4) calculating the pitch angle θ_x and the roll angle θ_z according to the t₄ and t₆ through the following equations:

$\{\begin{array}{c}{\theta }_x=-\arcsin t_6\\ {\theta }_z=-\arcsin \left(t_4/\cos {\theta }_x\right)\end{array};$ and

(S5) letting ν_GND0=R_x(−θ_x)·R_z(−θ₂)·θ_PRI and obtaining ν_GND=R_y(−θ_y)·ν_GND0; and calculating the azimuth angle θ_y through the following equation to complete a single star-based orientation:

${\theta }_y=\arctan 2\left(\frac{v1·v6-v3·v4}{v{4}^2+v{6}^2},\frac{v1·v4+v3·v6}{v{4}^2+v{6}^2}\right);$

• • wherein [ν1 ν2 ν3]=ν_GND; ν1-ν3 are components of the ν_GND on three axes of the inertial reference system, respectively; [ν4 ν5 ν6]^T=ν_GND0; and ν4-ν6 are components of the ν_GND0 on the X_n-axis, the Y_n-axis and the Z_n-axis, respectively.

In some embodiments, in the step (S1), the preset azimuth angle θ_dir^right is set through steps of:

• • defining the X_n-axis of the quasi-horizontal reference system as a projection of the X-axis of the hexahedron reference system on a horizontal plane; defining a Y_n-axis of the quasi-horizontal reference system such that the Y_n-axis is orthogonal to the X_n-axis on the horizontal plane and a Z_n-axis of the quasi-horizontal reference system satisfies a right-hand rule, and has a general upward pointing direction;
  • measuring, by a first theodolite and a second theodolite, a normal pitch angle θ_pitch^front of the first side surface and a normal pitch angle θ_pitch^right of the second side surface, respectively; wherein in the quasi-horizontal reference system, a normal vector ν_front of the first side surface is expressed as:

$v_{\mathrm{front}}=R_y\left({\theta }_{\mathrm{pitch}}^{front}\right)·\left[\begin{array}{c}0\\ 0\\ 1\end{array}\right]=\left[\begin{array}{c}\mathrm{vf}1\\ 0\\ \mathrm{vf}3\end{array}\right];$

• • wherein R_y(θ_pitch^front) denotes that a vector [0 0 1] rotates around a Y_n-axis of the quasi-horizontal reference system by the normal pitch angle θ_pitch^front; and νƒ1,0 and νƒ3 are components of the normal vector ν_front on the X_n-axis, Y_n-axis and Z_n-axis, respectively;
  • a normal vector ν_right of the second side surface without rotating by the preset azimuth angle θ_dir^right is expressed as:

${\stackrel{\_}{v}}_{\mathrm{right}}=R_y\left({\theta }_{\mathrm{pitch}}^{\mathrm{right}}\right)·\left[\begin{array}{c}0\\ 0\\ 1\end{array}\right]=\left[\begin{array}{c}\mathrm{vf}1\\ 0\\ \mathrm{vf}3\end{array}\right];$

• • wherein R_y(θ_pitch^right) denotes that the vector [0 0 1] rotates around the Y_n-axis of the quasi-horizontal reference system by the normal pitch angle θ_pitch^right; and νr1,0 and νr3 are components of the normal vector ν_right on the X_n-axis, Y_n-axis and Z_n-axis, respectively;
  • supposing that the vector ν_right is obtained by rotating the vector ν_right by the preset azimuth angle θ_dir^right and expressing the vector ν_right as follows:

$v_{\mathrm{right}}=R_z\left({\theta }_{\mathrm{dir}}^{\mathrm{right}}\right)·\left[\begin{array}{c}\mathrm{vr}1\\ 0\\ \mathrm{vr}3\end{array}\right]=\left[\begin{array}{c}\mathrm{vr}1·\cos {\theta }_{\mathrm{dir}}^{\mathrm{right}}\\ -\mathrm{vr}1·\sin {\theta }_{\mathrm{dir}}^{\mathrm{right}}\\ \mathrm{vr}3\end{array}\right];$

• • wherein R_z(θ_dir^right) denotes that a vector [νr 0 νr3] rotates around the Z_n-axis by the preset azimuth angle θ_dir^right; and
  • according to an orthogonal relationship between the normal vector ν_front and the normal vector ν_right, obtaining the following equation:

${\left({\theta }_{\mathrm{dir}}^{\mathrm{right}}=a\cos \left(\frac{-vf3·\mathrm{vr}3}{\mathrm{vf}1·\mathrm{vr}1}\right)\right)}^{.}$

In some embodiments, an axis of a measuring lens barrel of the first theodolite coincides with a normal of the first side surface of the hexahedron, and an axis of a measuring lens barrel of the second theodolite coincides with a normal of the second side surface of the hexahedron.

In some embodiments, in the step (S2), the angle α, the bias Δθ_x^pitch and the bias Δθ_y^pitch are obtained through steps of:

• • defining the X_n-axis of the quasi-horizontal reference system as a projection of the X-axis of the hexahedron reference system on a horizontal plane; defining a Y_n-axis of the quasi-horizontal reference system such that the Y_n-axis is orthogonal to the X_n-axis on the horizontal plane and the Z_n-axis of the quasi-horizontal reference system satisfies a vertically-upward right-hand rule; allowing the dual-axis level sensor reference system to be coplanar with the hexahedron reference system; and expressing a direction vector of the X_s-axis in the hexahedron reference system as [cos α 0−sin α] and a direction vector of the Y_s-axis in the hexahedron reference system as [−sin α 0−cos α];
  • denoting a normal vector of the first side surface as ν_front; and obtaining a normal vector ν_up of a third side surface orthogonal to both the first side surface and the second side surface by cross product, expressed as:ν_up=ν_right×ν_front;
  • obtaining a transformation matrix R_GND2PRI from the quasi-horizontal reference system to the hexahedron reference system, expressed as:R_GND2PRI=[ν_frontν_rightν_up];
  • obtaining a transpose matrix of the transformation matrix R_GND2PRI, expressed as:

$R_{\mathrm{PRI}2\mathrm{GND}}=R_{\mathrm{GND}2\mathrm{PRI}}^T=\left[\begin{array}{ccc}{t}_1& t_2& t_3\\ t_4& t_5& t_6\\ t_7& t_8& t_9\end{array}\right];$

• • wherein T represents a transposition operation; and t₁-t₉ are elements of the transformation matrix R_GND2PRI;
  • acquiring a direction vector ν_x, of the X_S-axis in the quasi-horizontal reference system, expressed as:

$v_{X_s}=\left[\begin{array}{c}{t}_1\cos \alpha -t_3\sin \alpha \\ t_4\cos \alpha -t_6\sin \alpha \\ t_7\cos \alpha -t_9\sin \alpha \end{array}\right];$

• • acquiring a direction vector ν_y, of the Y_s-axis in the quasi-horizontal reference system, expressed as:

$v_{Y_s}=\left[\begin{array}{c}-t_1\sin \alpha -t_3\cos \alpha \\ -t_4\sin \alpha -t_6\cos \alpha \\ -t_7\sin \alpha -t_9\cos \alpha \end{array}\right];$

• • building relations between t₄ and t₆ according to the direction vector ν_x, and the direction vector ν_y, expressed as:

$\{\begin{array}{c}\sin \left(\Delta {\theta }_x^{\mathrm{pitch}}-{\theta }_x^{\mathrm{pitch}}\right)=t_4\cos \alpha -t_6\sin \alpha \\ \sin \left(\Delta {\theta }_y^{\mathrm{pitch}}-{\theta }_y^{\mathrm{pitch}}\right)=-t_4\sin \alpha -t_6\cos \alpha \end{array};$

• • according to the relations between t₄ and t₆, obtaining a relation between the measurement reading θ_x^pitch and the bias Δθ_x^pitch and a relation between the measurement reading θ_y^pitch and the bias Δθ_y^pitch, expressed as:

$\{\begin{array}{c}{\theta }_x^{\mathrm{pitch}}=\Delta {\theta }_x^{\mathrm{pitch}}-\arcsin \left(t_4\cos \alpha -t_6\sin \alpha \right)\\ {\theta }_y^{\mathrm{pitch}}=\Delta {\theta }_y^{\mathrm{pitch}}-\arcsin \left(-t_4\sin \alpha -t_6\cos \alpha \right)\end{array};$

• • changing a two-axis level degree of the dual-axis level sensor to obtain (θ_x^pitch, θ_y^pitch) and (t₄, t₆) under different two-axis level degrees; and plugging the (θ_x^pitch, θ_y^pitch) and (t₄, t₆) under different two-axis level degrees into the relation between the measurement reading θ_x^pitch and the bias Δν_x^pitch and the relation between the measurement reading, θ_y^pitch and the bias Δθ_y^pitch to obtain the angle α, the bias Δθ_x^pitch and the bias Δθ_y^pitch;

In some embodiments, the first side surface is a front surface of the hexahedron, and the second side surface is a right surface of the hexahedron.

Compared to the prior art, this application has the following beneficial effects.

1. By means of the two-axis level degree measured by the dual-axis level sensor, the method provided herein enables a continuous orientation survey of a single astronomical object and overcomes problems caused by astronomical predictions and attitude changes when the servo star sensor switches between multiple astronomical objects, so as to allow a long-term and continuous orientation survey with high update rate based on miss distance after successfully capturing one astronomical object, eliminating the need for simultaneous tracking of multiple astronomical objects and reducing the number of observed astronomical objects. The orientation method provided herein is particularly suitable for the observation and tracking of a single target in the day time, and can also use obvious targets such as the sun for attitude measurement, simplifying the photoelectric detection and enhancing the data update rate and measurement accuracy for the astronomical orientation.

2. The orientation method provided herein proposes a simple and effective mathematical modeling strategy of the reference system, which greatly reduces the complexity of calibration parameters. Specifically, when constructing the quasi-horizontal reference system, one axis is allowed to coincide with a projection of a normal vector of one side surface of the hexahedron reference system to omit an orientation variable. When constructing a relationship between the dual-axis level sensor reference system and the hexahedron reference system, the relationship is simplified to an orientation error, and the two-axis non-levelness error is incorporated into the bias of a level reading to reduce the data collection required for calibration.

3. In the orientation method provided herein, the hexahedron reference system is measured by means of the autocollimation of the theodolite, and the quasi-horizontal reference system is measured by the dual-axis level sensor. Then structural parameters of the quasi-horizontal reference system and the hexahedron reference system can be calibrated according to the pitch angle measured by the theodolite and the reading of the dual-axis level sensor. Accordingly, with the help of the theodolite, the collection of all calibrated data can be completed, simplifying the calibration process.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a flow chart of a single star-based orientation method using a dual-axis level sensor;

FIG. 2 schematically depicts a relationship between a dual-axis level sensor reference system, a hexahedron reference system and a quasi-horizontal reference system; and

FIG. 3 schematically depicts a calibration of the dual-axis level sensor reference system and the quasi-horizontal reference system.

In the drawings: 1, servo star sensor; 2, hexahedron reference; 3, first theodolite; 4, second theodolite; and 5, data recording computer.

DETAILED DESCRIPTION OF EMBODIMENTS

The disclosure will be clearly and completely described below with reference to the accompanying drawings and embodiments.

As shown in the flow chart in FIG. 1, a single star-based orientation method using a dual-axis level sensor includes a first calibrating process, a second calibrating process and an actual calculating process. A key of the single star-based orientation is to project an observed single astronomical object onto a “virtual” horizontal plane (quasi-horizontal plane) via a dual-axis level sensor to obtain an azimuth angle of the projection, which is then compared with that in an inertial reference system. An azimuth angle difference is a current measured azimuth angle.

Specifically, the actual calculating process of the single star-based orientation method is provided, which is described as follows.

(S1) Any two orthogonal side surfaces of a hexahedron on a star sensor are denoted as a first side surface and a second side surface, respectively. A component of a vector ν_right on an X_n-axis of a quasi-horizontal reference system is denoted as t₄. A component of the vector ν_right on a Z_n-axis of the quasi-horizontal reference system is denoted as t₆. The vector ν^right is obtained by rotating a normal vector of the second side surface ν_right around the Z_n-axis of the quasi-horizontal reference system by a preset azimuth angle θ_dir^right.

(S2) The t₄ and t₆ are calculated through the following equations:

$\{\begin{array}{c}{t}_4=-\left(\sin \alpha \sin \left(\Delta {\theta }_x^{\mathrm{pitch}}-{\theta }_x^{\mathrm{pitch}}\right)+\cos \alpha \sin \left(\Delta {\theta }_y^{\mathrm{pitch}}-{\theta }_y^{\mathrm{pitch}}\right)\right)\\ t_6=\left(\cos \mathrm{\alpha sin}\left(\Delta {\theta }_x^{\mathrm{pitch}}-{\theta }_x^{\mathrm{pitch}}\right)-\sin \alpha \sin \left(\Delta {\theta }_y^{\mathrm{pitch}}-{\theta }_y^{\mathrm{pitch}}\right)\right)\end{array}$

• • wherein α is an angle between an X_s-axis of a dual-axis level sensor reference system and an X-axis of a hexahedron reference system on the star sensor. θ_x^pitch is a measurement reading of the dual-axis level sensor on the X_s-axis; θ_y^pitch is a measurement reading of the dual-axis level sensor on a Y_s-axis of the dual-axis level sensor reference system. Δθ_x^pitch is a bias of the dual-axis level sensor on the X_s-axis. Δθ_y^pitch is a bias of the dual-axis level sensor on the Y_s-axis.

(S3) An observed vector of a single astronomical object in the hexahedron reference system is denoted as ν_PRI. A reference vector of the single astronomical object in an inertial reference system is denoted as ν_GND, where the reference vector of the single astronomical object is obtained from a star catalog, and the ν_GND and ν_PRI satisfy the following equation:R_z(θ_z)·R_x(θ_x)·R_y(θ_y)·ν_GND=ν_PRI

• • where R_y(θ_y) denotes that the reference vector ν_GND rotates around a Y-axis of the hexahedron reference system by an azimuth angle θ_y. R_y(θ_x) denotes that the reference vector ν_GND rotates around the X-axis of the hexahedron reference system by a pitch angle θ_x. R_z(θ_z) denotes that the reference vector ν_GND rotates around a Z-axis of the hexahedron reference system by a roll angle θ_z.

(S4) The pitch angle θ_x and the roll angle θ_z are calculated according to the t₄ and t₆ through the following equations:

$\{\begin{array}{c}{\theta }_x=-\arcsin t_6\\ {\theta }_z=-\arcsin \left(t_4/\cos {\theta }_x\right)\end{array}.$

It should be noted that a transformation matrix R_GND2PRI from the quasi-horizontal reference system to the hexahedron reference system is described according to a rotation sequence of rotating around the Y-axis by the θ_y, rotating around the X-axis by the θ_x and rotating around the Z-axis by the θ_z (2-1-3 rotation) to obtain relations as:

$\{\begin{array}{c}{t}_4=\cos {\theta }_x\sin {\theta }_z\\ t_6=\sin {\theta }_x\end{array}.$

The equations for computing the pitch angle θ_x and the roll angle θ_z are obtained through an arcsin function in accordance with the above relations.

(S5) ν_GND0=R_x(−θ_x)·R_z (−θ_z)·ν_PRI is made. According to a rotation sequence of rotating around the Z-axis by the θ_z, rotating around the X-axis by the θ_x and rotating around the Y-axis by the θ_z (3-1-2 rotation), ν_GND R_y (−θ_y)·ν_GND0 is obtained. The azimuth angle θ_y is calculated through the following equation to complete a single star-based orientation:

${\theta }_y=\arctan 2\left(\frac{v1·v6-v3·v4}{v{4}^2+v{6}^2},\frac{v1·v4-v3·v6}{v{4}^2+v{6}^2}\right)$

• • where [ν1 ν2 ν3]^T=ν_GND·ν₁-ν3 are components of the ν_GND on the X-axis, the Y-axis and the Z-axis, respectively. [ν4 ν5 ν6]^T=ν_GND0. ν4-ν6 are components of the ν_GND0 on the X_n-axis, the Y_n-axis and the Z_n-axis, respectively.

A first calibrating process shown in FIG. 1 is a calibration of a transformational relationship between the quasi-horizontal reference system and the hexahedron reference system.

The quasi-horizontal reference system is constructed according to an angle information of a normal vector of the first side surface ν_front and the normal vector of the second side surface (considering that the first side surface is a front side surface and the second side surface is a right side surface). Referring to FIG. 2, the X_n-axis of the quasi-horizontal reference system is defined as a projection of the X-axis of the hexahedron reference system on a horizontal plane. A Y_n-axis of the quasi-horizontal reference system is defined such that the Y_n-axis of the quasi-horizontal reference system is constrained by orthogonality and lies in the horizontal plane, namely, the Y_n-axis is orthogonal to the X_n-axis on the horizontal plane and a Z_n-axis of the quasi-horizontal reference system satisfies a right-hand rule, and has a general upward pointing direction.

A normal pitch angle θ_pitch^front of the first side surface and a normal pitch angle θ_pitch^front of the second side surface are measured by a first theodolite and a second theodolite, respectively. An axis of a measuring lens barrel of the first theodolite coincides with a normal of the first side surface of the hexahedron, and an axis of a measuring lens barrel of the second theodolite coincides with a normal of the second side surface of the hexahedron. In the quasi-horizontal reference system, the normal vector ν_front is expressed as

$v_{\mathrm{front}}=R_y\left({\theta }_{\mathrm{pitch}}^{\mathrm{front}}\right)·\left[\begin{array}{c}0\\ 0\\ 1\end{array}\right]=\left[\begin{array}{c}vf1\\ 0\\ vf3\end{array}\right]$

• • where R_y(θ_pitch^front) denotes that a vector [0 0 1] rotates around a Y_n-axis by the normal pitch angle θ_pitch^front. νƒ1, 0 and νƒ3 are components of the second normal vector ν_front on the X_n-axis, the Y_n-axis and the Z_n-axis, respectively. The normal vector ν_right without rotating by the preset azimuth angle θ_dir^right is expressed as:

${\stackrel{\_}{v}}_{\mathrm{right}}=R_y\left({\theta }_{\mathrm{pitch}}^{\mathrm{right}}\right)·\left[\begin{array}{c}0\\ 0\\ 1\end{array}\right]=\left[\begin{array}{c}vr1\\ 0\\ vr3\end{array}\right],$

• • where R_y(θ_pitch^right) denotes that the vector [0 0 1] rotates around the Y_n-axis of the quasi-horizontal reference system by the normal pitch angle θ_pitch^right. νr1, 0 and νr3 are components of the normal vector ν_right on the X_n-axis, Y_n-axis and Z_n-axis, respectively.

The vector ν_right is obtained by rotating the vector ν_right by the preset azimuth and the vector ν_right is expressed as follows:

$v_{\mathrm{right}}=R_z\left({\theta }_{\mathrm{dir}}^{\mathrm{right}}\right)·\left[\begin{array}{c}vr1\\ 0\\ vr3\end{array}\right]=\left[\begin{array}{c}vr1·\cos {\theta }_{\mathrm{dir}}^{\mathrm{right}}\\ -vr1·\sin {\theta }_{\mathrm{dir}}^{\mathrm{right}}\\ vr3\end{array}\right]$

• • where R_z(θ_dir^right) denotes that a vector [νr1 0 νr3] rotates around the Z_n-axis by the preset azimuth angle θ_dir^right.

According to an orthogonal relationship between the normal vector ν_front and the normal vector ν_right (ν_front ⊥ ν_right), the following equation is obtained:

${\theta }_{\mathrm{dir}}^{\mathrm{right}}=\mathrm{acos}\left(\frac{-vf3·vr3}{vf1·vr1}\right).$

A third normal vector ν_up of a third surface is obtained according to a cross product, expressed asν_up=ν_right×ν_front.

Therefore, the transformation matrix R_GND2PRI is expressed as:R_GND2PRI=[ν_frontν_rightν_up].

A second calibrating process shown in FIG. 1 is a calibration of a transformational relationship between the dual-axis level sensor reference system and the quasi-horizontal reference system.

Referring to FIG. 2, an angle between the X_s-axis and the X-axis is assumed as α. Since the dual-axis level sensor reference system is coplanar with the hexahedron reference system, an angle between the Y_s-axis and the X-axis is α+π/2. A direction vector of the X_s-axis in the hexahedron reference system is expressed as [cos α 0−sin α] and a direction vector of the Y_s-axis in the hexahedron reference system is expressed as [−sin α 0−cos α].

A transpose matrix of the transformation matrix R_GND2PRI is obtained, expressed as follows:

$R_{\mathrm{PRI}2\mathrm{GND}}=R_{\mathrm{GND}2\mathrm{PRI}}^T=\left[\begin{array}{ccc}{t}_1& t_2& t_3\\ t_4& t_5& t_6\\ t_7& t_8& t_9\end{array}\right]$

• • where T represents a transposition operation. t₁-t₉ are elements of the transformation matrix R_GND2PRI.

A direction vector ν_x, of the X_s-axis in the quasi-horizontal reference system is acquired, expressed as follows:

$v_{X_s}=\left[\begin{array}{c}{t}_1\cos \alpha -t_3\sin \alpha \\ t_4\cos \alpha -t_6\sin \alpha \\ t_7\cos \alpha -t_9\sin \alpha \end{array}\right].$

A direction vector ν_y, of the Y_s-axis in the quasi-horizontal reference system is acquired, expressed as follows:

$v_{Y_s}=\left[\begin{array}{c}-t_1\sin \alpha -t_3\cos \alpha \\ -t_4\sin \alpha -t_6\cos \alpha \\ -t_7\sin \alpha -t_9\cos \alpha \end{array}\right].$

The measurement reading of the direction vector ν_x, on the dual-axis level sensor is θ_x^pitch. The measurement reading of the direction vector ν_y, on the dual-axis level sensor is θ_y^pitch. The bias of the dual-axis level sensor on the Xs-axis is Δθ_x^pitch. The bias of the dual-axis level sensor on the Ys-axis is Δθ_y^pitch.

Relations between t₄ and t₆ according to the direction vector ν_x, and the direction vector ν_y, is built, expressed as follows:

$\{\begin{array}{c}\sin \left(\Delta {\theta }_x^{\mathrm{pitch}}-{\theta }_x^{\mathrm{pitch}}\right)=t_4\cos \alpha -t_6\sin \alpha \\ \sin \left(\Delta {\theta }_y^{\mathrm{pitch}}-{\theta }_y^{\mathrm{pitch}}\right)=-t_4\sin \alpha -t_6\cos \alpha \end{array}.$

According to the relations between t₄ and t₆, a relation between the measurement reading θ_x^pitch and the bias Δθ_x^pitch and a relation between the measurement reading θ_y^pitch and the bias Δθ_y^pitch are obtained, expressed as:

$\{\begin{array}{c}{\theta }_x^{\mathrm{pitch}}=\Delta {\theta }_x^{\mathrm{pitch}}-\arcsin \left(t_4\cos \alpha -t_6\sin \alpha \right)\\ {\theta }_y^{\mathrm{pitch}}=\Delta {\theta }_y^{\mathrm{pitch}}-\arcsin \left(-t_4\sin \alpha -t_6\cos \alpha \right)\end{array}.$

The star sensor is placed under a calibration device, as shown in FIG. 3. A two-axis level degree of the dual-axis level sensor is changed to obtain (θ_x^pitch, θ_y^pitch) and (t₄, t₆) under different two-axis level degrees and then multiple mapping relations of (θ_x^pitch, θ_x^pitch)→(t₄, t₆) are obtained. The (θ_x^pitch, θ_y^pitch) and (t₄, t₆) under different two-axis level degrees into the relation between the measurement reading θ_x^pitch and the bias Δθ_x^pitch and the relation between the measurement reading θ_y^pitch and the bias Δθ_y^pitch are plugged to obtain the angle α, the bias Δθ_x^pitch and the bias Δθ_y^pitch.

In the orientation method provided herein, the hexahedron reference system is measured by means of the autocollimation of the theodolite, and the quasi-horizontal reference system is measured by the dual-axis level sensor. Then structural parameters of the quasi-horizontal reference system and the hexahedron reference system can be calibrated according to the pitch angle measured by the theodolite and the reading of the dual-axis level sensor. Accordingly, with the help of the theodolite, the collection of all calibrated data can be completed, simplifying the calibration process.

In summary, the single star-based orientation method provided herein can be described as follows.

The first calibrating process is performed as follows. Normal vectors of two orthogonal side surfaces on the hexahedron of the star sensor are measured to obtain the transformational relationship between the quasi-horizontal reference system and the hexahedron reference system. The X_n-axis of the quasi-horizontal reference system is defined as a projection of the X-axis of the hexahedron reference system in a horizontal plane. The Y_n-axis is orthogonal to the X_n-axis on the horizontal plane and the Z_n-axis of the quasi-horizontal reference system satisfies a vertically-upward right-hand rule.

The second calibrating process is performed as follows. By means of the mapping relation between the measurement reading of the dual-axis level sensor and normal measurements of the theodolites, the transformational relationship between the dual-axis level sensor reference system and the quasi-horizontal reference system is obtained. After the second calibrating process, the angle between an X_s-axis of a dual-axis level sensor reference system and an X-axis of a hexahedron reference system, the bias of the dual-axis level sensor on the X_s-axis, and the bias of the dual-axis level sensor on the Y_s-axis are obtained.

The actual calculating process is performed as follows. By means of an attitude information of the X_s-axis and the Y_s-axis obtained in the second calibrating process, the vectors expressed in the quasi-horizontal reference system is obtained through the observation vector of the single astronomical object. An azimuth angle difference between the quasi-horizontal reference system and the inertial reference system, that is orientation information, is obtained by combining with the reference vector of the single astronomical object in the inertial reference system from the star catalog.

This application eliminates an uncertainty of solution when solving for an attitude with a single vector by means of the information from the dual-axis level sensor. Furthermore, a quasi-horizontal reference system is constructed through the 2-1-3 rotation. Vectors of the single astronomical object are projected onto the quasi-horizontal reference system. By comparing the azimuth angle difference between a projected azimuth angle and an azimuth angle in the inertial reference system, the single star-based orientation of is completed.

Mentioned above are merely some embodiments of this disclosure, which are not intended to limit the disclosure. It should be understood that any changes, replacements and modifications made by those killed in the art without departing from the spirit and scope of this disclosure should fall within the scope of the present disclosure defined by the appended claims.

Claims

1. A single star-based orientation method using a dual-axis a level sensor and a calibration device, the calibration device comprising a star sensor, a hexahedron connected onto the star sensor, a first theodolite, a second theodolite and a processor: the method comprising:collecting, by the dual-axis level sensor, a non-level degree θxpitch on an Xs-axis of a dual-axis level sensor reference system and a non-level degree θypitch on a Ys-axis of the dual-axis level sensor reference system;obtaining, at the processor, a vector νright by rotating a normal vector of a second side surface of the hexahedron around a Zn-axis of a quasi-horizontal reference system by a preset azimuth angle θdirright; wherein the hexahedron includes a first side surface and the second side surface which are orthogonal;calculating, at the processor, t4 and t6 through the following equations:

2. The single star-based orientation method of claim 1, wherein the preset azimuth angle θdirright is set at the processor through steps of: defining the Xn-axis of the quasi-horizontal reference system as a projection of the X-axis of the hexahedron reference system on a horizontal plane; defining the Yn-axis of the quasi-horizontal reference system such that the Yn-axis is orthogonal to the Xn-axis on the horizontal plane and the Zn-axis of the quasi-horizontal reference system satisfies a right-hand rule, and has a general upward pointing direction;measuring, by the first theodolite and the second theodolite, a normal pitch angle θpitchfront of the first side surface and a normal pitch angle θpitchright of the second side surface, respectively; wherein in the quasi-horizontal reference system, a normal vector νfront of the first side surface is expressed as:

3. The single star-based orientation method of claim 2, wherein an axis of a measuring lens barrel of the first theodolite coincides with a normal of the first side surface of the hexahedron, and an axis of a measuring lens barrel of the second theodolite coincides with a normal of the second side surface of the hexahedron.

4. The single star-based orientation method of claim 1, wherein the angle α, the bias Δθxpitch and the bias Δθypitch are obtained at the processor through steps of: defining the Xn-axis of the quasi-horizontal reference system as a projection of the X-axis of the hexahedron reference system on a horizontal plane; defining a Yn-axis of the quasi-horizontal reference system such that the Yn-axis is orthogonal to the Xn-axis on the horizontal plane and the Zn-axis of the quasi-horizontal reference system satisfies a vertically-upward right-hand rule; allowing the dual-axis level sensor reference system to be coplanar with the hexahedron reference system; and expressing a direction vector of the Xs-axis in the hexahedron reference system as [cos α 0−sin α] and a direction vector of the Ys-axis in the hexahedron reference system as [−sin α 0−cos α];denoting a normal vector of the first side surface as νfront; and obtaining a normal vector νup of a third side surface orthogonal to both the first side surface and the second side surface by cross product, expressed as: νup=νright×νfront;obtaining a transformation matrix RGND2PRI from the quasi-horizontal reference system to the hexahedron reference system, expressed as: RGND2PRI=[νfrontνrightνup];obtaining a transpose matrix of the transformation matrix RGND2PRI, expressed as: