CN107421550B - Earth-Lagrange combined constellation autonomous orbit determination method based on inter-satellite ranging - Google Patents
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Abstract
The invention discloses an earth-Lagrange combined constellation autonomous orbit determination method based on inter-satellite ranging, which comprises the following steps of: the method comprises the following steps: establishing a state equation of an earth-Lagrange combined constellation autonomous orbit determination system; step two: establishing a measurement equation of an earth-Lagrange combined constellation autonomous orbit determination system; step three: determining a filtering method for realizing orbit parameter estimation; step four: the earth-Lagrange combined constellation autonomous orbit determination method based on the selected filtering algorithm is specifically realized. According to the invention, by introducing Lagrange satellites, the problem of 'deficit rank' existing when autonomous orbit determination is carried out only by using inter-satellite ranging information is effectively solved, and the complexity of system equipment is reduced; the statistical characteristic of the system noise is estimated on line in real time through the self-adaptive nonlinear filtering algorithm, the requirement on noise prior information is low, the stability of the autonomous orbit determination filtering algorithm is improved, and the autonomous orbit determination precision is improved.
Description
Technical Field
The invention belongs to the field of autonomous orbit determination of earth satellite constellations, and particularly relates to a method for realizing autonomous orbit determination of earth satellite constellations based on adaptive filtering by only utilizing inter-satellite ranging information in an earth-Lagrange (Lagrange) combined constellation.
Background
In recent decades, satellite navigation plays an increasingly important role in the field of national economy and military combat, and the improvement of the autonomous operation capability of the satellite has important significance in the aspects of reducing the ground measurement and control burden, reducing the satellite operation cost, improving the satellite survival capability, expanding the application potential of the spacecraft and the like. The autonomous orbit determination technology of the satellite is a precondition for realizing autonomous control of the satellite, plays a vital role in ensuring autonomous operation of the satellite, and becomes a development trend of the current satellite navigation and control technology.
The current autonomous orbit determination method of the constellation is mainly divided into two types of independent autonomous orbit determination methods of each satellite and integral autonomous orbit determination of the constellation. The former is to obtain the information such as the distance and direction of the satellite relative to other natural celestial bodies or navigation stars through various inertial devices, star sensors, navigation receivers and the like carried on the satellite to carry out on-line estimation on the self position, the system is simple in structure and small in operand, but the orbit determination precision is limited by the factors such as the irregularity degree of the surface of the natural celestial body and the measurement precision of the sensors, and the precision of the navigation level application is difficult to achieve by using the system alone; the latter makes full use of the relative measurement information among satellites in the constellation to realize the whole network orbit determination of the constellation, the short arc segment orbit determination has high precision, but the problem of 'loss rank' exists,namely, the overall direction rotation of the constellation in the inertial space cannot be determined only by using the inter-satellite relative measurement information, so that the orbit determination precision of the long arc segment of the constellation satellite gradually decreases along with the increase of time. In order to solve the problem of 'deficit rank', foreign scholars indicate that absolute information is introduced by 'uniqueness' of an orbit when a constellation or a satellite formation is highly asymmetric in a gravitational field, so that the problem of unobservable constellation overall rotation is solved. It has been found that the relative intensity of the third body's attractive force is greatest in many asymmetric perturbation gravitational fields, particularly at L1And L2Two Lagrange point neighbors, so the 'deficit rank' problem can be solved by joint autonomous orbit determination by combining the earth satellite constellation and the Lagrange point constellation. By using the autonomous orbit determination method, the complexity of an autonomous navigation system of the spacecraft can be greatly reduced, navigation measuring equipment is reduced, and the autonomous orbit determination precision is improved. Meanwhile, the Lagrange navigation constellation can also be used as a deep space exploration navigation base station to provide navigation information for other deep space detectors, so that the problems of the ground deep space exploration network in the aspects of deep space navigation accuracy, real-time performance, safety and the like are effectively solved, and therefore, the study on the autonomous orbit determination of the earth-Lagrange combined constellation is of great significance.
At present, the autonomous orbit determination method for earth-Lagrange joint constellation at home and abroad is mainly based on conventional algorithms such as batch processing algorithm, Extended Kalman Filter (EKF) algorithm and Unscented Kalman Filter (UKF) algorithm. However, batch processing algorithms are often used for post-processing and are not suitable for real-time tracking; although the conventional EKF and UKF algorithms adopt a recursion form which is convenient for real-time calculation, the prior information of system noise and measurement noise is required to be known, otherwise, the performance of the system is reduced, and filtering divergence is caused. Due to the fact that the actual stress condition of the in-orbit satellite is complex, particularly Lagrange satellites, accurate noise statistical characteristics are difficult to obtain, and irregular modeling errors caused by maneuvering and the like maintained by the satellite orbit can also cause changes of the statistical characteristics, so that the priori information is meaningless, and therefore the study of an autonomous navigation algorithm capable of being adaptively adjusted according to a measurement information sequence has important significance for improving the robustness of an autonomous orbit determination system and ensuring the autonomous orbit determination accuracy.
Disclosure of Invention
In order to solve the problems, the invention provides an earth-Lagrange combined constellation autonomous orbit determination method based on inter-satellite ranging, which only utilizes satellite-to-satellite distance measurement information obtained by inter-satellite links, utilizes an Adaptive Nonlinear Filter (ANF) algorithm and adopts a centralized structure to fuse effective measurement information, thereby realizing the resolving of the position and the speed of each satellite in the earth-Lagrange combined constellation. The constellation orbit determination method comprises the steps of firstly, establishing a system model of earth-Lagrange combined constellation autonomous orbit determination by adopting a centralized structure, wherein a state equation of an earth navigation satellite is established mainly based on a subject two-body problem dynamic model under an earth center inertia rectangular coordinate system, the state equation of the Lagrange navigation satellite is established mainly based on a circular restrictive three-body problem dynamic model under a mass center convergence coordinate system, and a measurement equation adopts an inter-satellite distance measurement model under the earth center inertia rectangular coordinate system; then, effective measurement information is fused by adopting a self-adaptive nonlinear filtering algorithm to realize the autonomous orbit determination of the earth-Lagrange combined constellation; and finally, verifying the effectiveness of the method by taking a combined constellation consisting of 3 Medium Earth Orbit (MEO) satellites and 2 Lagrange satellites as an example.
An earth-Lagrange combined constellation autonomous orbit determination method based on inter-satellite ranging specifically comprises the following steps:
the method comprises the following steps: under a centralized structure, establishing a state equation of an earth-Lagrange combined constellation autonomous orbit determination system;
step two: under a centralized structure, establishing a measurement equation of an earth-Lagrange combined constellation autonomous orbit determination system;
step three: under a centralized structure, determining a filtering method for realizing orbit parameter estimation according to the established earth-Lagrange combined constellation autonomous orbit determination system model;
step four: under a centralized structure, the earth-Lagrange combined constellation autonomous orbit determination method based on the selected filtering algorithm is specifically realized.
The invention has the advantages that:
(1) absolute information is provided for the system by introducing the Lagrange satellite, the problem of 'loss rank' is effectively solved, and the long-term autonomous orbit determination precision of the earth-Lagrange combined constellation is improved;
(2) only the inter-satellite distance measurement information is utilized, so that the complexity of system equipment is reduced;
(3) the coverage rate of the Lagrange navigation constellation to the earth navigation constellation is high, and the autonomous orbit determination precision is improved;
(4) the statistical characteristic of the system noise is estimated on line in real time by using the self-adaptive nonlinear filtering algorithm, and the precision and the stability of the filtering algorithm for autonomous orbit determination are improved, so that the autonomous orbit determination precision is improved.
Drawings
FIG. 1 is a schematic diagram of an earth-Lagrange joint constellation autonomous orbit determination system based on inter-satellite ranging;
FIG. 2 is a diagram of a method for autonomous orbit determination of a combined earth-Lagrange constellation based on inter-satellite ranging;
FIG. 3 is a flow chart of an autonomous navigation algorithm based on adaptive nonlinear filtering;
FIG. 4 shows the system accuracy as bQ、bC、bqA trend graph;
FIG. 5 is a diagram illustrating a position error curve of an exemplary GNSS satellite.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
The invention relates to an earth-Lagrange joint constellation autonomous orbit determination method based on inter-satellite ranging, the system is shown in figure 1, the joint constellation orbit determination system is shown in the figure to be composed of an earth navigation constellation and inter-satellite link ranging thereof, a Lagrange navigation constellation and inter-satellite link ranging thereof and inter-satellite link ranging between two constellation satellites, wherein the earth navigation constellation is composed of m medium/high orbit satellites, and the serial numbers are 1,2, …, i and … m in sequence; lagrange's navigation constellation is operated at L by n pieces1And L2And the satellite composition on the Halo periodic orbit near the point is numbered as 1,2, …, k and … n in sequence. Earth-Lagrange combined constellation autonomous system based on inter-satellite rangingThe basic implementation process of the orbit determination method is shown in figure 2, which shows that the basic implementation process of the orbit determination method mainly comprises measurement information acquisition and constellation orbit parameter estimation, wherein the acquired measurement information comprises three types of distance measurement information including inter-satellite distance measurement information inside a terrestrial navigation constellation, inter-satellite distance measurement information inside a Lagrange navigation constellation and distance measurement information between a terrestrial navigation satellite and a Lagrange navigation satellite, ① establishes a state equation of a combined constellation orbit determination system based on a simplified orbit dynamics model of the terrestrial satellite and the Lagrange satellite when constellation orbit parameter estimation is carried out, ② establishes a measurement equation of three types of distance measurement information, ③ adopts a system model formed by the state equation and the measurement equation and adopts a proper self-adaptive nonlinear filtering algorithm to estimate orbit parameters, and finally outputs the position and the speed of the satellite in the estimated constellation, and adopts a rectangular coordinate description method (the position and speed components are used for representing the current orbit state of the satellite) under a geocentric inertial coordinate system and a mass center complex and a coordinate system, and the self-adaptive nonlinear filtering algorithm is combined with the earth orbit measurement information estimation method, and the measurement method is specifically comprises the steps of establishing a combined orbit determination system according to the Langrange orbit measurement equation:
the method comprises the following steps: under a centralized structure, establishing a state equation of an earth-Lagrange combined constellation autonomous orbit determination system;
the accurate system model is one of the main factors for guaranteeing the estimation precision of the constellation operation state parameters. The invention establishes a system state equation based on a satellite orbit dynamics model.
(1) Dynamic model of earth navigation satellite orbit
The earth navigation satellite is mainly a medium and high orbit satellite, is far more greatly influenced by the gravity of the center of mass of the earth than other acting forces, and generally adopts a dynamic model of a shot two-body problem. In order to meet the requirements of high efficiency and high precision of calculation, a main perturbation item is selected for modeling according to the perturbation force influence. For medium and high orbit satellites, the perturbation influence caused by the earth non-spherical symmetry can reach 10 in a plurality of perturbation items4Meter class, wherein the perturbation influence of gravitational field above 3 orders and J2The phase ratio is very smallMany, can be ignored; the influence of sun-moon gravity perturbation can reach 103Meter level; the perturbation effect of sunlight pressure can reach 102Meter level; while the effects of other perturbations such as tidal, relativistic and albedo perturbations are at 10-1The meter level is lower than the meter level and can be ignored; meanwhile, the atmospheric density at the high rail is very low, and the atmospheric resistance perturbation influence can be ignored. Therefore, the invention mainly considers the gravity of the center of mass of the earth and J2And an orbit dynamics model formed by three main perturbation forces of terms, daily gravitation and monthly gravitation is used for establishing a system state equation.
Under the earth-centered rectangular inertial coordinate system, establishing an orbit determination state equation for the earth satellite i to be detected in the combined constellation by combining an orbit dynamics model as follows:
wherein, the state vector corresponding to the earth satellite i to be measured isHere [ x ]Ei,yEi,zEi]TAndrespectively, a position vector and a velocity vector of the earth satellite. FEAs a function of the state of the system, WEi(t) is the system noise, satisfying the mean qEi(t) variance QEi(t) white Gaussian noise. Formula (1) can be written in further detail as:
wherein,andis the noise component of x, y and z three-axis velocity,andis the acceleration equivalent noise component of the x, y and z three axes, including unmodeled perturbation term and noise term;anda modeled velocity vector and an acceleration vector corresponding to the earth satellite i, respectively, wherein the acceleration mainly takes into account the earth central gravitational acceleration a0,Ei、J2Acceleration of perturbation termAcceleration a of sun-moon attractionMS,EiThe specific expression is as follows:
1) earth central gravitational acceleration a of satellite i considered by the invention0,EiSatisfies the following conditions:
in the formula,is the earth center distance of the satellite i to be measured, mu is the earth mass METhe product of the gravity constant G, the earth's gravity constant.
in the formula, ReIs the equatorial radius of the earth, J2Are second order band harmonic coefficients.
3) Perturbation acceleration a caused by sun-moon gravitationMS,EiSatisfies the following conditions:
in the formula (x)S,yS,zS) And (x)M,yM,zM) Respectively are three-dimensional position coordinates of the sun and the moon under a geocentric rectangular inertial coordinate system,andthe distance from satellite i to the sun and moon respectively,anddistance from the earth's center to the sun and moon, mu, respectivelySAnd muMThe solar attraction constant and the lunar attraction constant, respectively.
(2) Lagrange navigation satellite orbit dynamics model
Different from the earth navigation satellite, the Lagrange satellite runs near the Lagrange point of the earth-moon system and is subjected to the action of the earth central gravity and the action of the moon central gravity in a similar magnitude, so that the invention adopts a circular restrictive three-body model when describing the movement of the Lagrange satellite.
Under a centroid convergence coordinate system, a state equation for orbit determination of a lunar satellite k to be measured in a Lagrange constellation can be established by combining an orbit dynamics model as follows:
in the formula, the corresponding state vector of Lagrange lunar satellite k to be measured isHere [ x ]Lk,yLk,zLk]TAndthe dimensionless position vector and the velocity vector of the star respectively have characteristic quality, characteristic length and characteristic time shown in formula (7), wherein M isEAnd MMThe earth mass and the moon mass respectively, and L is the earth-moon distance. FLAs a function of the state of the system, WLk(t) is the system noise, satisfying the mean qLk(t) variance QLk(t) white Gaussian noise.
Equation (6) can be written in further detail as:
whereinFor the modeled velocity vector, μ, corresponding to Lagrange satellite k0=MM/(MM+ME),ΔE,Lk、ΔM,LkThe geocentric distance and the lunar centroidal distance of the Lagrange satellite k,andis the x, y and z three-axis velocity noise component of Lagrange satellite k,andis the x, y, z triaxial acceleration equivalent noise component of Lagrange satellite kIncluding unmodeled perturbation terms and noise terms.
(3) State equation of earth-Lagrange combined constellation autonomous orbit determination system
Assume that the entire autonomous orbiting system contains m earth satellites and n Lagrange satellites. According to the state equations (1) and (6) for single satellite orbit determination, the constellation orbit determination state equation with a centralized structure is established as follows:
namely:
in the formula,f is the state vector of the whole constellation orbit system, w (t) represents the system noise with mean value q (t) and variance q (t).
Step two: under a centralized structure, establishing a measurement equation of an earth-Lagrange combined constellation autonomous orbit determination system;
the observation information used by the earth-Lagrange combined constellation autonomous orbit determination system only has inter-satellite distance measurement, but because the dynamic models of two types of satellites are established in different coordinate systems, the inter-satellite distance measurement model of the whole constellation is divided into three types:
(1) inter-satellite distance measurement model between earth navigation satellites
For the earth navigation satellite, the observed distance between the satellite i and the satellite j is recorded as rhoEi,EjThen, there are:
ρEi,Ej=hE(XEi,XEj)+vEi,Ej,i≠j (11)
whereinvEi,EjIs the distance equivalence between satellite i and satellite jMeasurement noise, including modeling error and metrology noise.
(2) Inter-satellite distance measurement model between Lagrange navigation satellites
Let the observation of the distance between Lagrange satellites i and j be ρLi,LjThe method comprises the following steps:
ρLi,Lj=hL(XLi,XLj)+vLi,Lj,i≠j (12)
whereinvLi,LjNoise, including modeling error and metrology noise, is measured equivalently for the distance between Lagrange satellites i and j.
(3) Measurement model between earth navigation satellite and Lagrange satellite
In order to represent the distance relationship between the GNSS satellite i and the Lagrange satellite k, the position parameters of the two satellites need to be represented in the same coordinate system, and there are:
wherein,is the position vector of Lagrange satellite in the inertial coordinate system of earth center, which is the state vector X of Lagrange satellite in the coordinate system of center of mass convergenceLkA dimensionless position vector [ x ] ofLk,yLk,zLk]TThe conversion relationship is:
wherein, R represents a rotation matrix from a centroid convergence coordinate system to a geocentric inertia coordinate system, and the expression is as follows:
wherein u isM=ωM+θM,iM、ΩM、ωMAnd thetaMRespectively showing the orbit inclination angle, the ascent crossing declination, the argument of the perigee and the true perigee angle of the orbit of the moon around the earth.
(4) Measurement equation of earth-Lagrange combined constellation autonomous orbit determination system
According to the above measurement equations (11), (12) and (13), the constellation orbit determination measurement equation for establishing the centralized structure is as follows:
Z(t)=h[X(t),t]+V(t) (16)
namely:
where V (t) is zero mean and variance is R (t). The formula (17) gives an observation equation under a general condition, and in practical application, some distance measurement quantities are influenced by factors such as the shielding of the earth or the moon, so that the situation is not measurable, and corresponding distance measurement information needs to be removed from the formula (17).
Step three: determining a filtering method for realizing orbit parameter estimation according to the established earth-Lagrange combined constellation autonomous orbit determination system model based on inter-satellite distance measurement;
the state of the nonlinear system needs to be estimated using a nonlinear filtering method. Conventional nonlinear filtering methods, such as EKF, UKF, volume filtering, particle filtering, etc., can obtain a more ideal result under the condition that the prior statistical information of the noise is accurately known. In the present system, however, the equivalent system noise WkIn addition to containing unmodeled errors, discretization errors (and linearization errors) in the filtering algorithm are also contained, which makes the noise have time-varying non-gaussian statistical properties and difficult to acquire accurately. For this reason, when applying these nonlinear filtering algorithms, the noise is generally approximated as a stationary random white noise sequence, i.e. Q is consideredkQ and empirically determined. In order to ensure that the state estimation error can be converged to a stable value in the whole filtering process, the value of Q is usually large,namely, Q ≧ max { Q ≧ is satisfiedkWhich makes system performance difficult to optimize.
In order to solve the problem, the invention combines the idea of Sage-Husa adaptive algorithm to perform online estimation and correction on the statistical characteristic of the system noise on the basis of the conventional nonlinear filtering algorithm so as to improve the filtering precision and stability. In consideration of engineering practicability, the satellite orbit parameter estimation method adopts a self-adaptive EKF method or a self-adaptive Sigma Point Kalman Filter (SPKF) method to realize satellite orbit parameter estimation.
Firstly, when the system has higher requirement on the operation speed or the system storage space is smaller, the state estimation is carried out on the discretized nonlinear system by adopting a self-adaptive EKF method. The basic idea of the self-adaptive EKF is to utilize a Taylor series expansion method to carry out discretization and linearization processing on a continuous nonlinear state equation and an observation equation, then estimate and correct the statistical characteristics of system noise and observation noise in real time through a time-varying noise statistical estimator on the basis of classical Kalman filtering, and then carry out state estimation. The method comprises the following specific steps:
(1) time updating
Calculating a one-step prediction state:
in the formula,is an estimate of the mean value of the system noise at time k,for one-step recursion of states using kinetic equations, one method is by calculation using equation (19) after discretization and linearization, whereFor the state estimation at the time instant k,estimating the one-step prediction state at the moment (k +1), wherein delta t is an integral step length; another method is directly obtained by numerical integration calculation of the continuous state equation (9) by a 4-order Runge-Kutta (RK4) method.
Calculating a state transition matrix:
in the formula phik+1/kIs the state transition matrix from time k to time (k + 1).
Calculating a one-step prediction error covariance matrix:
in the formula, Pk+1/kError covariance matrix, P, for one-step prediction of stateskThe error covariance matrix of the state is estimated for time k,is the estimated value of the system noise variance matrix at the k moment.
Considering that the system state estimation error is not converged in a period of initial filtering and the samples used for estimating the system noise are few, the estimated noise statistical characteristic has large fluctuation and is not accurate enough, so that the filtering convergence is slow, and even the filtering divergence is caused in serious cases. Therefore, in a period of time (0-T) after the initial filtering, the algorithm does not apply the estimated noise statistical characteristics to the time updating process, but adopts the prior statistical information of the noise, and the time updating algorithm at this time is as follows:
(2) and (3) measurement updating:
calculating a gain matrix:
in the formula, Kk+1Is the gain matrix at time (k +1),to predict state estimation based on one stepJacobian matrix, R, of calculated observation vectors hk+1The noise covariance matrix is measured for time (k + 1).
Calculating an innovation vector:
in the formulak+1Is the innovation vector at time (k +1), Zk+1Is the measurement vector at time (k + 1).
Calculating a state estimation value:
calculating a state estimation error covariance matrix:
calculating an estimated value of the statistical characteristic of the system noise:
wherein,
in the formula 0 < bq<1,0<bQ<1,0<bC< 1 are forgetting factors for calculating Q, Q, C, respectively. As the value of k is increased, it is, andrespectively tend to (1-b)q)、(1-bQ) And (1-b)C) Thus b isq、bQAnd bCThe larger the proportion of the current information.Focusing on the change of the noise mean value q of the tracking system, the overlarge value can causeThe value is small, and the filtering divergence can be caused if the value is too small;emphasis on smoothingIf the value is too small, the smoothing effect is poor, and if the value is too large, the effect is poorThe filter divergence risk is increased due to small size;the method is used for tracking the change of the variance C, the fluctuation of the estimated value is increased when the value is too small, and the tracking is delayed when the value is too large.
In practical applications, although the calculations of equations (29) and (30) have some smoothing effect, they still occurIn the case of negative determination, in order to ensure the stability of the filtering, the method of formula (29) is performed in the case of negative determinationThe diagonal elements of the term take the absolute value and the off-diagonal elements take 0 to approximate.
Secondly, when the system pays more attention to the accuracy index and has no special limit on the operation speed and the occupied storage space, the state estimation is carried out on the continuous nonlinear system by adopting a self-adaptive Sigma Point Kalman Filter (SPKF) method. The basic idea of the self-adaptive SPKF is to directly transfer Sigma sampling points obtained according to a deterministic sampling strategy through a nonlinear function, then estimate and correct the statistical characteristics of system noise and observation noise in real time through a time-varying noise statistical estimator on the basis of a classic Kalman filtering algorithm framework, and then carry out state estimation. The method comprises the following specific steps:
1) selection of Sigma Point sampling strategy
Currently, a commonly used Sigma point sampling strategy has a plurality of sampling modes such as symmetric sampling, simplex sampling, central differential sampling, volume sampling and the like. Selecting a sampling strategy and calculating the weight coefficient W of the SPKFi m、Wi cWhere i is 0,1, …, L is the number of sampling points determined by the specific sampling strategy, Wi mFor mean value estimation, Wi cFor variance estimation.
2) And (3) time updating:
according to the sampling strategy selected in 1) and the state estimation value at the k momentSum estimation error covariance PkSigma point set chi for calculating k timei,k(i=0,1,…,L)。
Calculate one-step predicted values for Sigma points:
χi,k+1/k=F[χi,k,k],i=0,1,…,L (34)
wherein, χi,kIs the value of the ith Sigma point at time k, χi,k+1/kThe predicted value of the ith Sigma point at one step at the moment k +1 is obtained.
Calculating a one-step prediction state:
in the formula,is an estimate of the mean value of the system noise at time k,the state estimate is predicted for one step at time (k + 1).
Calculating a state one-step prediction error covariance matrix:
in the formula, Pk+1/kFor the error covariance matrix of the one-step predicted state,for the system noise variance at time kAn estimate of the array;
in the initial time 0-T of filtering, adopting the prior statistical information of noise, and updating the time as follows:
3) and (3) measurement updating:
estimating the measured value:
γi,k+1/k=h(χi,k+1/k) (39)
wherein gamma isi,k+1/kIs an estimate of the measurement vector at time (k +1) calculated from the ith Sigma point,is a weighted estimate of the measurement vector at time (k + 1).
Calculating a gain matrix:
wherein R isk+1For time measurement of (k +1)Noise covariance matrix, Py,k+1/kMeasuring the covariance of the vector estimates for the (k +1) th moment, Pxy,k+1/kIs the covariance of the (K +1) th measured vector estimate and the state one-step predictor, Kk+1Is the gain matrix at time (k + 1).
Calculating an innovation vector:
in the formulak+1Is the innovation vector at time (k +1), Zk+1Is the measurement vector at time (k + 1);
Computing a state estimation error covariance matrix P at time (k +1)k+1:
4) Calculating an estimated value of the statistical characteristic of the system noise:
wherein,
in the formula 0 < bq<1,0<bQ<1,0<bC< 1 are forgetting factors for calculating Q, Q, C, respectively.
When it occursIn the case of negative determination, in the case of equation (48)The diagonal elements of the term take the absolute value and the off-diagonal elements take 0.
Step four: under a centralized structure, the earth-Lagrange combined constellation autonomous orbit determination algorithm based on a selected filtering method is specifically realized;
referring to fig. 4, a flow chart of the self-adaptive nonlinear filtering algorithm for implementing the earth-Lagrange joint constellation autonomous orbit determination algorithm provided by the invention is as follows:
the specific process is as follows:
(1) initializing data;
the initialized parameters include: k is 0, filtering step h, noise switching parameter T, initial stateInitial error covariance matrix P0Initial system noise meanInitial system noise variance matrixMeasuring noise variance matrix R and forgetting factor bq、bQ、bC;
The noise switching parameter T is a time node for switching noise statistical characteristics in the time updating algorithm: when k is less than T, using the prior statistical property of the noise to update time; when k is larger than or equal to T, updating time by using the estimated noise statistical characteristics; initial stateInitial error covariance matrix P0Initial system noise variance matrixDetermining according to the requirement; initial system noise meanTaking zero; the measurement noise variance matrix R is determined according to the performance of the measurement equipment; forgetting factor bq、bQThe value is between 0.99 and 1.0, bCThe value is between 0.9 and 0.99;
(2) if the self-adaptive EKF algorithm is adopted, directly turning to (4); if the self-adaptive SPKF algorithm is adopted, turning to (3);
(3) calculating weight coefficient W according to selected Sigma point sampling strategyi m、Wi c;
(4) If k is less than T, updating time by adopting the prior statistical property of the noise, and turning to (5); otherwise, updating time by adopting the estimated noise statistical characteristics, and turning to the step (6);
(5) time updating using a priori statistical properties of the noise; turning to (7) after completion;
state estimation using time kAnd error covariance matrix PkSequentially calculating the state one-step predicted value as the state initial value and the error covariance matrix at the k momentAnd the prediction error covariance matrix Pk+1/kImplementing adaptive Kalman filtering estimationAnd (4) updating the time of the method. When the self-adaptive EKF algorithm is adopted, the calculation formulas are respectively shown as a formula (22) and a formula (23); when the self-adaptive SPKF algorithm is adopted, the calculation formulas are respectively shown as a formula (37) and a formula (38);
(6) time updating using the estimated noise statistics;
state estimation using time kAnd error covariance matrix PkSequentially calculating the state one-step predicted value as the state initial value and the error covariance matrix at the k momentAnd the prediction error covariance matrix Pk+1/kAnd time updating of the self-adaptive Kalman filtering estimation method is realized. When the self-adaptive EKF algorithm is adopted, the calculation formulas are respectively an expression (18) and an expression (21); when the self-adaptive SPKF algorithm is adopted, the calculation formulas are respectively shown as the formula (35) and the formula (36);
(7) updating the measurement;
sequentially calculating a gain matrix K at (K +1) timek+1Innovation matrix vk+1State estimation valueAnd an error covariance matrix Pk+1And realizing the measurement updating of the self-adaptive Kalman filtering. When the self-adaptive EKF algorithm is adopted, the calculation formulas are respectively shown as formulas (24) to (27); when the self-adaptive SPKF algorithm is adopted, the calculation formulas are respectively expressed as formulas (43) to (46);
(8) estimating the statistical characteristics of system noise;
calculating mean value estimated value of system noise in turnSum covariance estimateWhen the adaptive EKF algorithm is adopted, the calculation formulas are respectively shown as a formula (28) and a formula (29); when the adaptive SPKF algorithm is employed,the calculation formulas are respectively formula (47) and formula (48);
(9) judging whether the filtering process is finished or not; filtering is continued as necessary, k is k +1, and (4) is returned.
Firstly, researching the problem of 'deficit rank' existing in inter-satellite distance measurement, and introducing Lagrange satellites to provide an absolute reference; and then, under a centralized structure, realizing the autonomous orbit determination of the earth-Lagrange combined constellation by adopting a self-adaptive nonlinear filtering estimation method.
The invention provides an earth-Lagrange combined constellation autonomous orbit determination method based on inter-satellite ranging, which comprises the steps of firstly establishing a state equation of an earth-Lagrange combined constellation in a centralized structure; then establishing a measurement equation of the earth-Lagrange combined constellation; and finally, realizing the earth-Lagrange combined autonomous orbit determination by adopting a self-adaptive nonlinear filtering method.
Example (b):
taking the geosphere-Lagrange constellation as an example, the constellation consists of 3 MEO satellites and 2 Lagrange satellites. MEO satellite number E1~E3(ii) a Lagrange satellite number L1~L2. In simulation, it is found that the orbit determination precision of each satellite in the MEO constellation is approximate, and the orbit determination precision of each satellite in the Lagrange constellation is also approximate, so that the number E is only used1And MEO satellite number L1The Lagrange satellite of (1) is taken as an example for illustration.
Simulation conditions are as follows:
and simulating the actual operation condition of the constellation by adopting the STK to generate nominal orbit data in the operation process of the constellation.
(1) Nominal data generation parameter settings
The simulation time is 2016 year 1 month 12:00: 00-2016 year 6 month 28 month 12:00:00, duration is 180d, step length T is 1s, an orbit dynamics model of an earth satellite adopts a High-precision orbit prediction model (HPOP), wherein The earth model adopts a WGS84-EGM96 model, 21-order aspheric perturbation is considered, and other perturbation items comprise solar attraction, lunar attraction and solar pressure (light pressure coefficient C)r1.0) and atmospheric resistance (atmospheric resistance coefficient C)d2.2); the ratio S/m of the cross-sectional area of the satellite to the mass of the satellite is 0.02m2In terms of/kg. The orbital dynamics model of the Lagrange satellite employs a circular restrictive trisomy problem model.
(2) Basic filter parameter setting
The state equation of the earth satellite also adopts a subject disomic problem model, but only the J2 term and the gravity of the sun and the moon are considered in the perturbation term; the Lagrange satellite state equation adopts a circular restrictive three-body problem model, and the filtering period T is 100 s.
Under a centralized structure, the initial value of the system noise variance matrix of the earth-Lagrange combined constellation autonomous orbit determination is Q0=diag([QE1,0QE2,0QE3,0QL1,0QL2,0]) Wherein σLx0=σLy0=σLz0=10-10[L],Measure the variance matrix of noise asσEi,Ej=σEi,Lk=σLk,Ll5 m; initial state estimation error covariance matrix P0=diag([PE1,0PE2,0PE3,0PL1,0PL2,0]),
(3) Evaluation method
Because the system state and the estimation error in the actual system are random quantities, after the estimation error of each simulation moment is obtained, the absolute orbit determination and relative positioning effects of the satellites in the constellation are evaluated by adopting a statistical method (calculating the root mean square error of error data). And counting errors by using the estimation state after the convergence of the filtering estimation as a sample. The root mean square error calculation formula is as follows:
For the convenience of quantitative analysis, the distance error and the velocity error of satellite orbit are respectively taken as the sum of squares of three-axis position errors and the sum of squares of three-axis velocity errors, and the calculation formula of the root mean square error is as follows:
satellite distance estimation error:
satellite rate estimation error:
the implementation mode is as follows: the state vector of the centralized earth-Lagrange combined constellation autonomous orbit determination system model consists of the position and the speed of five stars, an inter-satellite distance measurement mode is adopted, and the improvement of the orbit determination precision by the self-adaptive EKF is mainly researched.
The method comprises the following steps: establishing state equation of earth-Lagrange combined constellation autonomous orbit determination system
Under the earth-centered rectangular inertial coordinate system, the state vector of the earth navigation satellite i isWherein [ x ]Ei,yEi,zEi]TAndand respectively establishing an orbit determination state equation of the satellite Ei by combining the position vector and the velocity vector of the satellite with an orbit dynamics model formula (1):
in the formula, the gravity of the earth center, J, of the satellite Ei2The acceleration caused by the perturbation force and the gravity of the sun and the moon is respectively a0,Ei、aJ2,EiAnd aMS,EiThe following are specifically defined by the following formulae (3) to (5). WEi(t) represents the system noise of the satellite Ei, including unmodeled perturbations, satisfying E [ W ]Ei(t)]=0,E[WEi(t)WEi(τ)]=QEi(t) (t- τ) and (t- τ) is the Dirac function, i.e.
Lagrange satellite k corresponds to a state vector ofWherein [ x ]Lk,yLk,zLk]TAndthe dimensionless position vector and the velocity vector of the satellite are respectively combined with the orbit dynamics model formula (6) to establish the satellite LkOrbit determination state equation:
in the formula, WLk(t) represents the system noise of the satellite Ei, including unmodeled perturbations, satisfying E [ W ]Lk(t)]=0,E[WLk(t)WLk(τ)]=QLk(t)(t-τ)。
According to the state equation of the single satellite, the five-star constellation state equation with a centralized structure can be established as follows:
in the formula,a state vector containing all states of five satellites in the constellation, wherein W (t) represents system noise and satisfies E [ W (t)]=q(t),E[W(t)W(τ)]=Q(t)(t-τ)。
Step two: measurement equation for establishing earth-Lagrange combined constellation autonomous orbit determination system
Under a centralized structure, a five-star constellation adopts the following measurement equation of inter-satellite link measurement:
in the formula, hEIs a measurement equation between three earth satellites, hELFor the measurement equation between earth satellites and Lagrange satellites, hLSee equations (11) to (13) for the measurement equations between two Lagrange satellites.
V(t)=[ΔEi,Ej…ΔEi,Lk…ΔLk,Ll…]TThe pseudo range observation noise vector is a pseudo range observation noise vector which is residual after error compensation of ionosphere delay, troposphere delay and the like, and is white noise with zero mean and standard deviation of R (t).
Step three: and under a centralized structure, determining a filtering method for realizing orbit parameter estimation according to the established earth-Lagrange combined constellation autonomous orbit determination system model.
The present example requires fast algorithm computation and low computational resource requirements, and therefore employs an adaptive EKF algorithm.
Step four: under a centralized structure, the combined autonomous orbit determination of the earth-Lagrange five-star constellation is realized by adopting a self-adaptive EKF estimation method, and the performance of the combined autonomous orbit determination of the earth-Lagrange five-star constellation is simulated and analyzed.
And (3) realizing the earth-Lagrange five-star constellation combined autonomous orbit determination by adopting a self-adaptive EKF estimation method by combining the earth-Lagrange five-star constellation centralized combined autonomous orbit determination flow chart (figure 4) and the step four of the invention content.
(1) The initialized parameters comprise k is 0, the filtering step length h is 100s, the threshold value T is (10 days × 86400 s/day)/100 s, and the initial stateInitial error covariance matrix P0Initial system noise meanInitial system noise variance matrixMeasuring noise variance matrix R5 m and forgetting factor bq=0.9999、bQ=0.9999、bC=0.90。
Note: because b isqThe filtering divergence is caused by over-small value, so that a larger value is taken as an initial value, and b is adjusted firstlyQAnd bCTo an optimum value, finally b is adjustedq。
(2) If k is less than T, updating time by adopting the prior statistical property of the noise, and turning to the step (3); otherwise, time updating is carried out by adopting the estimated noise statistical characteristics, and the step (4) is carried out.
(3) Temporal updating of the a priori statistical properties of the noise is employed. State estimation using time kAnd error covariance matrix PkAs the initial state value and error covariance matrix at the time k, the sum of the equations (22) andequation (23) separately calculates the state one-step prediction valuesAnd the prediction error covariance matrix Pk+1/kTime updating of the adaptive EKF estimation method is achieved. Go to (5).
(4) A temporal update of the estimated noise statistics is employed. State estimation using time kAnd error covariance matrix PkAs the initial state value and error covariance matrix at the time k, the one-step predicted state values are calculated from the equations (18) and (21), respectivelyAnd the prediction error covariance matrix Pk+1/kTime updating of the adaptive EKF estimation method is achieved.
(5) Adaptive EKF measurement updates. Sequentially calculating gain matrix K at time (K +1) according to equations (24) to (27)k+1Innovation matrix vk+1State estimation valueAnd an error covariance matrix Pk+1And realizing the measurement update of the EKF.
(6) The system noise statistics are estimated. The mean value estimation value of the system noise is calculated according to equations (28) and (29), respectivelySum covariance estimate
(7) And judging whether the filtering process is finished or not. Filtering is continued as necessary, k is k +1, and (2) is returned.
Step five: adjusting a forgetting factor bQ、bC、bq。
Combining the effects and steps of the invention on three forgetting factors in step threeB is adjusted in sequence according to the approximate range of the forgetting factor given in the fourth stepQ、bC、bqAnd repeatedly executing the filtering process in the third step to enable the system to reach relative optimization, wherein the specific adjusting steps are as follows:
(1) fastening of bQ=0.9999、bq0.9999, gradually increase bCDetermining b from the filtering resultCThe best value of (1)
(2) Fixingbq0.9999, decreasing b graduallyQDetermining b from the filtering resultQThe best value of (1)
System accuracy as bQ、bC、bqThe variation trend graph is shown in fig. 4, from which it can be determined that the optimal forgetting factor combination is: bq=0.9993、bQ=0.9997、bC=0.96。
On the basis of analyzing the 'deficit rank' problem existing when only the inter-satellite distance measurement is utilized, Lagrange satellites are introduced to provide an absolute reference; and then, under a centralized structure, an adaptive EKF estimation method is adopted to realize the autonomous orbit determination of the earth-Lagrange joint constellation.
Under the condition that the inter-satellite range error is zero mean and the standard deviation is 5m, the following simulation results are obtained:
due to three in the constellationThe orbit determination accuracy of MEO satellites is similar, so that taking the satellite E1 as an example, the errors of the three-axis orbit determination distances of x, y and z are respectively 7.78m, 7.60m and 10.06m, the error curve is shown in FIG. 5, the distance estimation error is 14.81m, and the errors of the three-axis orbit determination speeds of x, y and z are respectively 1.43 × 10-3m/s,3.92×10-3m/s and 4.74 × 10-3m/s, speed estimation error 6.31 × 10-3m/s. similarly, the orbit determination accuracy of two Lagranges is similar, taking the satellite L1 as an example, the orbit determination distance errors of the three axes of x, y and z are respectively 2.66m, 3.60m and 3.39m, the distance estimation error is 5.62m, and the orbit determination speed errors of the three axes of x, y and z are respectively 2.11 × 10-5m/s,1.64×10-5m/s and 1.48 × 10-5m/s, velocity estimation error 3.06 × 10-5m/s。
The effectiveness of the method of the invention is verified.
Claims (4)
1. An earth-Lagrange combined constellation autonomous orbit determination method based on inter-satellite ranging comprises the following steps:
the method comprises the following steps: under a centralized structure, establishing a state equation of an earth-Lagrange combined constellation autonomous orbit determination system;
the method specifically comprises the following steps:
(1) establishing earth navigation satellite orbit dynamics model
Under the earth-centered rectangular inertial coordinate system, the state equation for orbit determination by combining the earth satellite i to be detected in the constellation is as follows:
wherein, the state vector corresponding to the earth satellite i to be measured is[xEi,yEi,zEi]TAndrespectively, a position vector and a velocity vector of the earth satellite;FEas a function of the state of the system, WEi(t) is the system noise, satisfying the mean qEi(t) variance QEi(t) white gaussian noise; the formula can be written in further detail as:
wherein,andis the noise component of x, y and z three-axis velocity,andis the acceleration equivalent noise component of the x, y and z three axes, including unmodeled perturbation term and noise term;anda modeled velocity vector and an acceleration vector corresponding to the earth satellite i, respectively, wherein the acceleration mainly takes into account the earth central gravitational acceleration a0,Ei、J2Acceleration of perturbation termAcceleration a of sun-moon attractionMS,EiThe specific expression is as follows:
1) acceleration a of earth's center gravity of satellite i0,EiSatisfies the following conditions:
in the formula,mu is the product of the earth mass and the gravity constant G, namely the gravity constant of the earth;
in the formula, ReIs the equatorial radius of the earth, J2Second order band harmonic coefficients;
perturbation acceleration a caused by sun-moon gravitationMS,EiSatisfies the following conditions:
in the formula (x)S,yS,zS) And (x)M,yM,zM) Respectively are three-dimensional position coordinates of the sun and the moon under a geocentric rectangular inertial coordinate system,andthe distance from satellite i to the sun and moon respectively,anddistance from the earth's center to the sun and moon, mu, respectivelySAnd muMAre respectively the sun leadingA force constant and a lunar gravity constant;
(2) lagrange navigation satellite orbit dynamics model
Establishing a state equation for orbit determination of the lunar satellite k to be measured in the Lagrange constellation under a centroid convergence coordinate system:
in the formula, the corresponding state vector of Lagrange lunar satellite k to be measured is[xLk,yLk,zLk]TAndthe dimensionless position vector and the velocity vector of the star respectively have characteristic quality, characteristic length and characteristic time shown in formula (7), wherein MEAnd MMThe earth mass and the moon mass are respectively, and L is the earth-moon distance; fLAs a function of the state of the system, WLk(t) is the system noise, satisfying the mean qLk(t) variance QLk(t) white gaussian noise;
equation (6) is written as:
wherein,for the modeled velocity vector, μ, corresponding to Lagrange satellite k0=MM/(MM+ME),ΔE,Lk、ΔM,LkThe earth center distance and the moon center distance of the satellite respectively,andis the noise component of x, y and z three-axis velocity,andis the acceleration equivalent noise component of the x, y and z three axes, including unmodeled perturbation term and noise term;
(3) state equation of earth-Lagrange combined constellation autonomous orbit determination system
Assuming that the whole autonomous navigation system comprises m earth satellites and n Lagrange satellites, establishing a constellation orbit determination state equation of a centralized structure according to a state equation for determining orbit of an earth satellite i to be detected and a state equation for determining orbit of a lunar satellite k to be detected as follows:
namely:
in the formula,f is a state vector, F is a state function vector of the whole constellation orbit determination system, w (t) represents system noise with a mean value q (t) and a variance q (t);
step two: establishing a measurement equation of an earth-Lagrange combined constellation autonomous orbit determination system;
step three: under a centralized structure, determining a filtering method for realizing orbit parameter estimation according to the established earth-Lagrange combined constellation autonomous orbit determination system model based on inter-satellite distance measurement;
step four: under a centralized structure, earth-Lagrange combined constellation autonomous orbit determination based on a selected filtering algorithm.
2. The earth-Lagrange joint constellation autonomous orbit determination method based on inter-satellite ranging as claimed in claim 1, wherein the second step specifically comprises:
(1) inter-satellite distance measurement model between earth navigation satellites
For the earth navigation satellite, the observed distance between the satellite i and the satellite j is recorded as rhoEi,EjThen, there are:
ρEi,Ej=hE(XEi,XEj)+vEi,Ej,i≠j (11)
whereinvEi,EjEquivalent measurement noise between the satellite i and the satellite j, including modeling error and measurement noise;
(2) inter-satellite distance measurement model between Lagrange navigation satellites
Let the observation of the distance between Lagrange satellites i and j be ρLi,LjThe method comprises the following steps:
ρLi,Lj=hL(XLi,XLj)+vLi,Lj,i≠j (12)
whereinvLi,LjEquivalent measurement noise between Lagrange satellites i and j, including modeling error and measurement noise;
(3) measurement model between earth navigation satellite and Lagrange satellite
When a GNSS satellite i and a Lagrange satellite k are represented in the same coordinate system, there are:
wherein,is the coordinate of Lagrange satellite in the inertial coordinate system of earth center, which is the dimensionless coordinate X of Lagrange satellite in the coordinate system of center-of-mass convergenceLkThe conversion relationship is:
wherein, R represents a rotation matrix from a centroid convergence coordinate system to a geocentric inertia coordinate system, and the expression is as follows:
wherein u isM=ωM+θM,iM、ΩM、ωMAnd thetaMRespectively representing the orbit inclination angle, the ascent intersection declination, the argument of the perigee and the true perigee angle of the orbit of the moon around the ground;
(4) measurement equation of earth-Lagrange combined constellation autonomous orbit determination system
According to the above measurement equations (11), (12) and (13), the constellation orbit determination measurement equation for establishing the centralized structure is as follows:
Z(t)=h[X(t),t]+V(t) (16)
namely:
where V (t) is the equivalent measurement noise with a mean of zero and a variance of R (t).
3. The earth-Lagrange joint constellation autonomous orbit determination method based on inter-satellite ranging according to claim 1, wherein the third step employs an EKF method or an SPKF method, specifically:
(1) when the state estimation is carried out on the discretized nonlinear system by adopting the self-adaptive EKF method, the specific steps are as follows:
1) time updating
Calculating a one-step prediction state:
in the formula,is an estimate of the mean value of the system noise at time k,for one-step recursion of states using kinetic equations, one method is by calculation using equation (19) after discretization and linearization, whereFor the state estimation at the time instant k,estimating the one-step prediction state at the moment (k +1), wherein delta t is an integral step length; the other method is obtained by directly integrating and calculating the numerical value of the continuous state equation (9) by a 4-order Runge-Kutta method;
calculating a state transition matrix:
in the formula phik+1/kIs the state transition matrix from time k to time (k + 1);
calculating a one-step prediction error covariance matrix:
in the formula, Pk+1/kError covariance matrix, P, for one-step prediction of stateskThe error covariance matrix of the state is estimated for time k,the estimated value of the system noise variance matrix at the moment k is obtained;
in the initial time 0-T of filtering, adopting the prior statistical information of noise, and updating the time as follows:
2) and (3) measurement updating:
calculating a gain matrix:
in the formula, Kk+1Is the gain matrix at time (k +1),to predict state estimation based on one stepJacobian matrix, R, of calculated observation vectors hk+1Measuring a noise covariance matrix for the (k +1) time;
calculating an innovation vector:
in the formulak+1Is (k +1)An innovation vector of time, Zk+1Is the measurement vector at time (k + 1);
calculating a state estimation value:
calculating a state estimation error covariance matrix:
3) calculating an estimated value of the statistical characteristic of the system noise:
wherein,
in the formula 0 < bq<1,0<bQ<1,0<bC< 1 are forgetting factors for calculating Q, Q, C, respectively, and as k increases, andrespectively tend to (1-b)q)、(1-bQ) And (1-b)C);
When it occursIn the case of negative determination, in the case of equation (29)The diagonal elements of the terms take absolute values, and the non-diagonal elements take 0;
(2) when the state estimation is carried out on the continuous nonlinear system by adopting the self-adaptive SPKF method, the method comprises the following specific steps:
1) selection of Sigma Point sampling strategy
Calculating a weight coefficient W of a Sigma point Kalman filteri m、Wi cWhere i is 0,1, …, L is the number of sampling points, Wi mFor mean value estimation, Wi cFor variance estimation;
2) and (3) time updating:
according to the sampling strategy selected in 1) and the state estimation value at the k momentSum estimation error covariance PkSigma point set chi for calculating k timei,k;
Calculate one-step predicted values for Sigma points:
χi,k+1/k=F[χi,k,k],i=0,1,…,L (34)
wherein, χi,kIs the value of the ith Sigma point at time k, χi,k+1/kA one-step predicted value of the ith Sigma point at the moment of k +1 is obtained;
calculating a one-step prediction state:
in the formula,is an estimate of the mean value of the system noise at time k,one-step prediction state estimation for time (k + 1);
calculating a state one-step prediction error covariance matrix:
in the formula, Pk+1/kFor the error covariance matrix of the one-step predicted state,the estimated value of the system noise variance matrix at the moment k is obtained;
in the initial time 0-T of filtering, adopting the prior statistical information of noise, and updating the time as follows:
3) and (3) measurement updating:
estimating the measured value:
γi,k+1/k=h(χi,k+1/k) (39)
wherein: gamma rayi,k+1/kIs an estimate of the measurement vector at time (k +1) calculated from the ith Sigma point,a weighted estimate of the measurement vector at time (k + 1);
calculating a gain matrix:
wherein R isk+1Measuring the noise covariance matrix for the (k +1) timey,k+1/kMeasuring the covariance of the vector estimates for the (k +1) th moment, Pxy,k+1/kIs the covariance of the (K +1) th measured vector estimate and the state one-step predictor, Kk+1A gain matrix for time (k + 1);
calculating an innovation vector:
in the formulak+1Is the innovation vector at time (k +1), Zk+1Is the measurement vector at time (k + 1);
Computing a state estimation error covariance matrix P at time (k +1)k+1:
4) Calculating an estimated value of the statistical characteristic of the system noise:
wherein,
in the formula 0 < bq<1,0<bQ<1,0<bCLess than 1 is used for calculating forgetting factors of Q, Q and C respectively;
4. The earth-Lagrange joint constellation autonomous orbit determination method based on inter-satellite ranging as claimed in claim 1, wherein the fourth step specifically is:
(1) initializing data;
the initialized parameters include: k is 0, filtering step h, noise switching parameter T, initial stateInitial error covariance matrix P0Initial system noise meanInitial system noise variance matrixMeasuring noise variance matrix R and forgetting factor bq、bQ、bC;
The noise switching parameter T is a time node for switching noise statistical characteristics in the time updating algorithm: when k is less than T, using the prior statistical property of the noise to update time; when k is larger than or equal to T, updating time by using the estimated noise statistical characteristics; initial stateInitial error covariance matrix P0Initial system noise variance matrixDetermining according to the requirement; initial system noise meanTaking zero; measuring noise variance matrix R according to measuring apparatusPerformance determination; forgetting factor bq、bQThe value is between 0.99 and 1.0, bCThe value is between 0.9 and 0.99;
(2) if the self-adaptive EKF algorithm is adopted, directly turning to (4); if the self-adaptive SPKF algorithm is adopted, turning to (3);
(3) calculating weight coefficient W according to selected Sigma point sampling strategyi m、Wi c;
(4) If k is less than T, updating time by adopting the prior statistical property of the noise, and turning to (5); otherwise, updating time by adopting the estimated noise statistical characteristics, and turning to the step (6);
(5) time updating using a priori statistical properties of the noise; turning to (7) after completion;
state estimation using time kAnd error covariance matrix PkSequentially calculating the state one-step predicted value as the state initial value and the error covariance matrix at the k momentAnd the prediction error covariance matrix Pk+1/kTime updating of the self-adaptive Kalman filtering estimation method is realized; when the self-adaptive EKF algorithm is adopted, the calculation formulas are respectively shown as a formula (22) and a formula (23); when the self-adaptive Sigma point Kalman filtering algorithm is adopted, the calculation formulas are respectively shown as a formula (37) and a formula (38);
(6) time updating using the estimated noise statistics;
state estimation using time kAnd error covariance matrix PkSequentially calculating the state one-step predicted value as the state initial value and the error covariance matrix at the k momentAnd the prediction error covariance matrix Pk+1/k"ShiUpdating the time of the current self-adaptive Kalman filtering estimation method; when the self-adaptive EKF algorithm is adopted, the calculation formulas are respectively an expression (18) and an expression (21); when the self-adaptive SPKF algorithm is adopted, the calculation formulas are respectively shown as the formula (35) and the formula (36);
(7) updating the measurement;
sequentially calculating a gain matrix K at (K +1) timek+1Innovation matrix vk+1State estimation valueAnd an error covariance matrix Pk+1Realizing the measurement update of the self-adaptive Kalman filtering; when the self-adaptive EKF algorithm is adopted, the calculation formulas are respectively shown as formulas (24) to (27); when the self-adaptive SPKF algorithm is adopted, the calculation formulas are respectively expressed as formulas (43) to (46);
(8) estimating the statistical characteristics of system noise;
calculating mean value estimated value of system noise in turnSum covariance estimateWhen the adaptive EKF algorithm is adopted, the calculation formulas are respectively shown as a formula (28) and a formula (29); when the self-adaptive SPKF algorithm is adopted, the calculation formulas are respectively shown as a formula (47) and a formula (48);
(9) judging whether the filtering process is finished or not; filtering is continued as necessary, k is k +1, and (4) is returned.
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