CN110851773A - GNSS real-time clock error evaluation algorithm - Google Patents

GNSS real-time clock error evaluation algorithm Download PDF

Info

Publication number
CN110851773A
CN110851773A CN201911038327.7A CN201911038327A CN110851773A CN 110851773 A CN110851773 A CN 110851773A CN 201911038327 A CN201911038327 A CN 201911038327A CN 110851773 A CN110851773 A CN 110851773A
Authority
CN
China
Prior art keywords
clock
real
error
time
difference
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201911038327.7A
Other languages
Chinese (zh)
Inventor
陈国�
赵齐乐
陈卓敏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhonghai Beidou Shenzhen Navigation Technology Co Ltd
Original Assignee
Zhonghai Beidou Shenzhen Navigation Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhonghai Beidou Shenzhen Navigation Technology Co Ltd filed Critical Zhonghai Beidou Shenzhen Navigation Technology Co Ltd
Priority to CN201911038327.7A priority Critical patent/CN110851773A/en
Priority to PCT/CN2019/123836 priority patent/WO2021082188A1/en
Publication of CN110851773A publication Critical patent/CN110851773A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/10Complex mathematical operations
    • G06F17/11Complex mathematical operations for solving equations, e.g. nonlinear equations, general mathematical optimization problems
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S19/00Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
    • G01S19/01Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
    • G01S19/13Receivers
    • G01S19/20Integrity monitoring, fault detection or fault isolation of space segment
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/10Complex mathematical operations
    • G06F17/15Correlation function computation including computation of convolution operations
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/10Complex mathematical operations
    • G06F17/16Matrix or vector computation, e.g. matrix-matrix or matrix-vector multiplication, matrix factorization

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Mathematical Physics (AREA)
  • Data Mining & Analysis (AREA)
  • Computational Mathematics (AREA)
  • Mathematical Optimization (AREA)
  • Theoretical Computer Science (AREA)
  • Pure & Applied Mathematics (AREA)
  • Mathematical Analysis (AREA)
  • General Engineering & Computer Science (AREA)
  • Databases & Information Systems (AREA)
  • Software Systems (AREA)
  • Algebra (AREA)
  • Computing Systems (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Operations Research (AREA)
  • Computer Security & Cryptography (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

The invention relates to an evaluation algorithm of GNSS real-time clock error, supposing that the GNSS real-time orbit and clock error and reference orbit and clock error products can be obtained, and the resolved GNSS real-time clock error and reference products contain common satellite clock error data, calculating a clock error consistency correction item by using the real-time orbit and reference orbit products, detecting and marking abnormal data of the GNSS real-time clock error by using a median gross error detection method, realizing jump detection and segment marking on a single difference sequence of the GNSS clock error by using a total variation regularization method, and calculating jump size; by adopting a median gross error detection method, abnormal data in the real-time clock error can be quickly and effectively identified and removed, and the damage of the abnormal data to the real-time clock error evaluation result is prevented; aiming at the problem of frequent jump of clock difference caused by specific real-time clock difference data strategies (such as data interruption, switching of a reference clock and the like), the jump detection of the real-time clock difference is creatively realized by using a total variation regularization method.

Description

GNSS real-time clock error evaluation algorithm
Technical Field
The invention relates to an evaluation algorithm of GNSS real-time clock error, in particular to an evaluation algorithm under the conditions that the real-time orbit and the clock error have strong coupling and the real-time clock error has frequent jumping.
Background
In the non-difference positioning mode, the orbit and the clock difference of the satellite are often substituted into an observation model as known quantities for modeling, so that high-precision orbit and clock difference products are preconditions for obtaining a high-precision positioning result. Different from a GNSS satellite orbit, the GNSS satellite atomic clock can be well constrained through a kinetic equation, and not only do the GNSS satellite atomic clock have the phenomena of frequency deviation, frequency drift and the like in the operation, but also are influenced by random errors formed by various noises; in order to promote the application in real time, the IGS has provided an ultra-fast orbit and a predicted clock error, the orbit prediction accuracy of which is better than 5 cm, but the predicted clock error accuracy is 3 ns, which is far from meeting the application requirement of real-time precise positioning, so the real-time determination of the GNSS precise satellite clock error is a research focus in recent years, the GNSS observation quantity is the relative time delay between satellites, all satellite and receiver clock error parameters cannot be determined simultaneously in the GNSS data processing, in order to prevent the singular problem of the law equation, a certain stable reference clock is generally selected as a reference, the correction number of other clocks relative to the reference clock is calculated, or a zero-mean constraint condition is added to the specified satellite/receiver clock error parameter, and the calculated clock error parameter is the correction number relative to the gravity center reference clock.
With the rise of multi-navigation satellite systems, multi-GNSS satellite clock error products provided by different mechanisms are still influenced by unmodeled antenna phase center correction, sunlight compression molding, inter-frequency deviation and the like, and even the clock error products of different mechanisms can be different due to sub-system step processing and multi-system combined processing.
The satellite real-time orbit and clock error are the most important reference information for real-time precision positioning of a user, and the prediction reliability of the real-time positioning precision is directly influenced by the precision evaluation of the real-time orbit and clock error; however, the current real-time clock error assessment algorithm has two problems: firstly, the existing algorithms for evaluating the clock error are evaluated based on a post-double-error mode, the double-error method eliminates the reference difference between different clock error products, but ignores the problem of frequent jumping of the real-time clock error, and leads to the fact that the corresponding evaluation result is too pessimistic; secondly, the existing clock error assessment algorithm is carried out independently, and strong coupling between the satellite orbit and the clock error is not considered, so that the clock error assessment result simultaneously contains errors of the satellite orbit and the clock error assessment, and the clock error performance is not objectively reflected, therefore, the problem of frequent jump of the real-time clock error is solved in the real-time clock error assessment, the real-time orbit and the clock error are decoupled, an objective and reliable real-time clock error precision assessment result is obtained, and the method has important reference significance for further improving the real-time clock error performance.
Disclosure of Invention
The invention is mainly provided aiming at the evaluation of GNSS real-time clock error, provides a detection method of real-time clock error jump, and simultaneously provides a method for separating orbit errors during the evaluation of the real-time clock error.
The technical problem of the invention is mainly solved by the following technical scheme: on the basis of comprehensively analyzing the error characteristics of the real-time clock error, aiming at the problems of abnormal numerical values, frequent jump and strong correlation with the track of the GNSS real-time clock error, the invention creatively provides a real-time clock error evaluation algorithm combining a median detection method of abnormal data, a clock error jump detection method based on total variation regularization TV-L1 and a track error deduction method in a real-time clock error product, and the GNSS real-time clock error evaluation result obtained by using the algorithm is more reliable compared with the traditional evaluation method.
GNSS real-time clock error estimation algorithm: supposing that GNSS real-time orbit and clock error and reference orbit and clock error products can be obtained, the resolved GNSS real-time clock error and reference product contain common satellite clock error data, calculating clock error consistency correction items by using the real-time orbit and reference orbit products, realizing abnormal data detection and marking of the GNSS real-time clock error by using a median gross error detection method, realizing jump detection and segment marking of a single-difference sequence of the GNSS clock error by using a total variation regularization method, and calculating jump size; the whole calculation steps are as follows:
step 1, selecting a real-time clock error product satellite system to be evaluated and a reference satellite forming double errors; calculating a consistency correction item of the real-time clock error by using the real-time orbit and the reference orbit product, correcting the consistency correction item to the satellite real-time clock error product, and finally obtaining each satellite real-time clock error sequence after consistency correction as the input of the next step;
step 2, forming a single difference sequence by using the real-time clock difference and the reference clock difference, performing de-linearization on the single difference sequence of the clock difference by using a minimum 1 norm condition solution, realizing abnormal value detection on the single difference residual sequence by using a median gross error detection method, and removing abnormal values in the sequence;
step 3, according to the single difference sequence of the clock difference, utilizing a total variation regularization method to carry out jump detection on the single difference sequence of each satellite, calculating the jump size among the sectional clock differences, and repairing;
and 4, calculating a double-difference sequence of the real-time clock difference according to the selected reference star, and counting the mean value and the standard deviation of each satellite clock difference double-difference sequence in the whole time period.
In the above-mentioned GNSS real-time clock error evaluation algorithm, it is assumed that the GNSS real-time orbit and clock error and the reference orbit and clock error products can be obtained, and the resolved GNSS real-time clock error and the reference product contain common satellite clock error data, so that the evaluation of the real-time clock error can be realized only in this way. In practice, this condition is very easy to satisfy, because there are many international organizations that provide GNSS precision orbit and clock error, and reference products can be obtained through various channels.
In fact, at present, a plurality of mechanisms provide GNSS precision product services at home and abroad, and the GNSS precision product services are very easy to obtain through a plurality of modes or a precision orbit clock difference product after the GNSS precision product is resolved by the mechanism.
The algorithm is described in detail below according to the algorithm steps: in step 1, assume that the real-time clock offset of a satellite isat solved by the agency ac is
Figure 513566DEST_PATH_IMAGE001
The total number of epochs is
Figure 774652DEST_PATH_IMAGE002
In chronological order:
Figure 473618DEST_PATH_IMAGE003
corresponding reference products are noted
Figure 393032DEST_PATH_IMAGE004
In general, clock difference is corrected by number
Figure 858956DEST_PATH_IMAGE001
Can be expressed as:
Figure 917041DEST_PATH_IMAGE005
wherein the content of the first and second substances,
Figure 24675DEST_PATH_IMAGE006
the reference clock adopted by the analysis center in the data processing is shown, and all satellite clock differences are relative to the reference clock;
Figure 731468DEST_PATH_IMAGE007
represents systematic deviations (including linear and non-linear components) associated with the analysis center and the satellite clock, such as deviations introduced by other relevant parameters and deviations due to inaccuracies of the error correction model;
Figure 76999DEST_PATH_IMAGE008
a certain portion of the clock's own characteristics, which can be generally represented by an initial time offset, a frequency offset and a frequency drift;
Figure 40407DEST_PATH_IMAGE009
representing random parts in the characteristics of the clock itself and other observed noise.
Calculating the projection of the satellite orbit difference in the direction of the geocentric sagittal diameter by using the reference orbit and the real-time orbit products, and taking the projection as a correction term of clock error consistency of each satellite, wherein a specific correction equation is as follows;
wherein the content of the first and second substances,
Figure 617592DEST_PATH_IMAGE011
and coordinate components of the real-time orbit and the precision reference orbit are respectively represented.
In step 2, reading real-time clock correction and reference clock correction products, calculating clock correction single-difference sequences of each satellite, calculating linear fitting coefficients of the single-difference sequences by adopting an L1 norm minimum constraint condition, and finally obtaining residual errors after linear fitting; identifying gross errors in the residual error sequence by adopting a median detection method, judging whether clock error numerical values of all epochs are outlier or not, if not, considering that the modified data are not abnormal, if so, marking as the gross errors and removing, and setting a real-time clock error single error sequence after consistency correction as a sequence
Figure 896258DEST_PATH_IMAGE012
The specific median detection method is as follows:
wherein the content of the first and second substances,
Figure 627640DEST_PATH_IMAGE015
as a function of the median of the data sequence,when is coming into contact withMedian when normally distributed
Figure 100002_DEST_PATH_IMAGE021
Equal to its standard deviation; determining data according toIs gross error:
Figure 100002_DEST_PATH_IMAGE025
wherein the integer is
Figure 100002_DEST_PATH_IMAGE027
Selecting according to the requirementWhen the data are normally distributed, it is equivalent to eliminate gross errors contained in the clock error data at a level of 99% confidence.
In step 3, forming single difference by using real-time satellite clock difference data after the gross error is removed
Figure 100002_DEST_PATH_IMAGE031
And establishing a total variation regularization model for the single difference sequence, wherein a specific model criterion can be expressed as:
Figure 100002_DEST_PATH_IMAGE033
wherein the content of the first and second substances,
Figure 100002_DEST_PATH_IMAGE035
the rate term representing the sequence of single differences,
Figure 100002_DEST_PATH_IMAGE037
an intercept term representing a sequence of single differences,
Figure 100002_DEST_PATH_IMAGE039
and
Figure 100002_DEST_PATH_IMAGE041
respectively, norm 1 and norm 2,
Figure 100002_DEST_PATH_IMAGE043
and
Figure DEST_PATH_IMAGE045
the regularization coefficients, which represent the rate term and intercept term, respectively, may take the default values 1200 and 80,
Figure DEST_PATH_IMAGE047
represents the i step differenceThe partial matrices, such as first and second order difference matrices, can be expressed as:
Figure DEST_PATH_IMAGE049
f checking the detected jump, repairing by using the jump passed by the check, connecting the clock error data of the next section to the data of the previous section, and specifically, the jump size of the previous section and the jump size of the next section
Figure DEST_PATH_IMAGE051
The calculation formula of (a) is as follows:
Figure DEST_PATH_IMAGE053
in step 4, repeating steps 2 and 3 until the gross error rejection and the jump size calculation of all satellites are completed, repairing the jump of all time periods, forming a double-error form for the real-time clock error data by using the clock error data of a reference satellite clock (default is a virtual central clock of all satellite clock errors), and calculating the standard deviation and the average value of a double-error sequence, namely the precision evaluation result of the real-time clock error.
Therefore, the invention has the following advantages: 1. the real-time orbit and clock error orbit products are adopted, the correlation between the real-time orbit and the clock error orbit products is fully utilized, and the orbit error part contained in the traditional clock error evaluation result can be deducted; 2. by adopting a median gross error detection method, abnormal data in the real-time clock error can be quickly and effectively identified and removed, and the damage of the abnormal data to the real-time clock error evaluation result is prevented; 3. aiming at the problem of frequent jump of clock difference caused by specific real-time clock difference data strategies (such as data interruption, switching of a reference clock and the like), the jump detection of the real-time clock difference is creatively realized by using a total variation regularization method.
Drawings
FIG. 1 is a flow chart of the present invention;
FIG. 2 is a data processing flow of the present invention.
Detailed Description
The technical scheme of the invention is further specifically described by the following embodiments and the accompanying drawings.
Example 1: the GNSS real-time clock error evaluation algorithm comprises the following steps: in practice, GNSS precision products provided by the existing domestic and foreign institutions can be obtained in various ways, even after-event precision orbit clock error products which are internally resolved can be adopted; the algorithm is described in detail below according to the algorithm steps:
step 1, assuming that the real-time clock offset of a certain satellite isat calculated by an organization ac is
Figure 554484DEST_PATH_IMAGE001
The total number of epochs is
Figure DEST_PATH_IMAGE055
In chronological order:
Figure DEST_PATH_IMAGE057
corresponding reference products are notedIn general, clock difference is corrected by numberCan be expressed as:
Figure 775960DEST_PATH_IMAGE005
wherein the content of the first and second substances,
Figure 560376DEST_PATH_IMAGE006
the reference clock adopted by the analysis center in the data processing is shown, and all satellite clock differences are relative to the reference clock;
Figure 692280DEST_PATH_IMAGE007
represents systematic deviations (including linear and non-linear components) associated with the analysis center and the satellite clock, such as deviations introduced by other relevant parameters and deviations due to inaccuracies of the error correction model;
Figure 795103DEST_PATH_IMAGE008
a certain portion of the clock's own characteristics, which can be generally represented by an initial time offset, a frequency offset and a frequency drift;
Figure 421388DEST_PATH_IMAGE009
representing random parts in the characteristics of the clock itself and other observed noise.
Calculating the projection of the satellite orbit difference in the direction of the geocentric sagittal diameter by using the reference orbit and the real-time orbit products, and taking the projection as a correction term of clock error consistency of each satellite, wherein a specific correction equation is as follows;
Figure 981682DEST_PATH_IMAGE010
wherein the content of the first and second substances,
Figure 395739DEST_PATH_IMAGE011
and coordinate components of the real-time orbit and the precision reference orbit are respectively represented.
Step 2, calculating a clock error single difference sequence of each satellite according to the real-time clock error and a reference clock error product, calculating a linear item of the single difference sequence by utilizing the lowest L1 norm to finally obtain a residual error after linear fitting, identifying gross errors in the residual error sequence by adopting a median detection method, judging whether the clock error numerical values of each epoch are outliers, if so, marking the clock error numerical values as the gross errors and eliminating the gross errors, and setting the real-time clock error single difference sequence after consistency correction as the real-time clock error single difference sequence after consistency correction
Figure DEST_PATH_IMAGE060
The specific median detection method is as follows:
Figure DEST_PATH_IMAGE062
wherein the content of the first and second substances,
Figure DEST_PATH_IMAGE064
as a function of the median of the data sequence,
Figure DEST_PATH_IMAGE066
when is coming into contact with
Figure DEST_PATH_IMAGE068
Median when normally distributedEqual to its standard deviation, data is determined according to
Figure DEST_PATH_IMAGE072
Is gross error:
Figure DEST_PATH_IMAGE074
wherein the integer is
Figure DEST_PATH_IMAGE076
Selecting according to the requirement
Figure DEST_PATH_IMAGE078
When the data are normally distributed, it is equivalent to eliminate gross errors contained in the clock error data at a level of 99% confidence.
Step 3, forming single difference by using the real-time satellite clock difference data after the gross error is removedAnd establishing a total variation regularization model for the single difference sequence, wherein a specific model criterion can be expressed as:
Figure DEST_PATH_IMAGE082
wherein the content of the first and second substances,represents a single differenceThe rate term of the sequence is given by,
Figure DEST_PATH_IMAGE086
an intercept term representing a sequence of single differences,
Figure DEST_PATH_IMAGE088
andrespectively, norm 1 and norm 2,
Figure DEST_PATH_IMAGE092
and
Figure DEST_PATH_IMAGE094
the regularization coefficients, which represent the rate term and intercept term, respectively, may take the default values 1200 and 80,
Figure DEST_PATH_IMAGE096
an i-order difference matrix is represented, such as a first-order and a second-order difference matrix can be represented as:
Figure DEST_PATH_IMAGE098
f checking the detected jump, repairing by using the jump passed by the check, connecting the clock error data of the next section to the data of the previous section, and specifically, the jump size of the previous section and the jump size of the next section
Figure DEST_PATH_IMAGE100
The calculation formula of (a) is as follows:
Figure DEST_PATH_IMAGE102
and 4, repeating the step 2 and the step 3 until the gross error rejection and the jump size calculation of all satellites are completed, repairing the jump of all time periods, forming a double-error form for the real clock error data by using the clock error data of a reference satellite clock (which is a virtual central clock of all satellite clock errors as a default), and calculating the standard error and the average value of a double-error sequence, namely the precision evaluation result of the real clock error.
Embodiment 2, on the basis of embodiment 1, it is assumed that the GNSS real-time orbit and clock error and the reference orbit and clock error product can be acquired, and the resolved GNSS real-time clock error and the reference product contain common satellite clock error data, and only then the real-time clock error product can be effectively evaluated, and in practice, this condition is very easy to be satisfied, and in practice, the GNSS precision product provided by the existing domestic and foreign institutions or the precision orbit clock error product after the solution by the present institution is acquired in various ways.
The algorithm is described in detail below according to the algorithm steps:
in step 1, assume that the real-time clock offset of a satellite isat solved by the agency ac is
Figure 278202DEST_PATH_IMAGE001
The total number of epochs isIn chronological order:corresponding reference products are noted
Figure 409975DEST_PATH_IMAGE058
In general, clock difference is corrected by number
Figure 90355DEST_PATH_IMAGE001
Can be expressed as:
Figure DEST_PATH_IMAGE107
wherein the content of the first and second substances,
Figure 234502DEST_PATH_IMAGE006
the reference clock adopted by the analysis center in the data processing is shown, and all satellite clock differences are relative to the reference clock;represents systematic deviations (including linear and non-linear components) associated with the analysis center and the satellite clock, such as deviations introduced by other relevant parameters and deviations due to inaccuracies of the error correction model;a certain portion of the clock's own characteristics, which can be generally represented by an initial time offset, a frequency offset and a frequency drift;
Figure 549312DEST_PATH_IMAGE009
representing random parts in the characteristics of the clock itself and other observed noise.
In the step 2, the projection of the satellite orbit difference in the direction of the geocentric sagittal diameter is calculated by using the reference orbit and the real-time orbit products, and the projection is used as a correction term for the clock error consistency of each satellite, wherein a specific correction equation is as follows;
Figure 193920DEST_PATH_IMAGE010
wherein the content of the first and second substances,
Figure 197779DEST_PATH_IMAGE011
and coordinate components of the real-time orbit and the precision reference orbit are respectively represented.
In step 3, calculating a clock error single difference sequence of each satellite according to the real-time clock error and a reference clock error product, calculating a linear term of the single difference sequence by using the L1 norm to obtain a residual error after linear fitting; identifying gross errors in the residual error sequence by adopting a median detection method, judging whether the clock error numerical values of all epochs are outlier or not, marking the gross errors and removing the gross errors if the clock error numerical values of all epochs are outlier, and setting a real-time clock error single error sequence after consistency correction as a sequence
Figure DEST_PATH_IMAGE109
The specific median detection method is as follows:
Figure DEST_PATH_IMAGE111
wherein the content of the first and second substances,
Figure DEST_PATH_IMAGE113
as a function of the median of the data sequence,
Figure DEST_PATH_IMAGE115
when is coming into contact with
Figure DEST_PATH_IMAGE117
Median when normally distributed
Figure DEST_PATH_IMAGE119
Equal to its standard deviation, data is determined according to
Figure DEST_PATH_IMAGE121
Is gross error:
Figure DEST_PATH_IMAGE123
wherein the integer is
Figure DEST_PATH_IMAGE125
Selecting according to the requirement
Figure DEST_PATH_IMAGE127
When the data are normally distributed, it is equivalent to eliminate gross errors contained in the clock error data at a level of 99% confidence.
In step 4, forming single difference by using real-time satellite clock difference data after the gross error is removed
Figure DEST_PATH_IMAGE129
And establishing a total variation regularization model for the single difference sequence, wherein a specific model criterion can be expressed as:
Figure DEST_PATH_IMAGE131
wherein the content of the first and second substances,
Figure DEST_PATH_IMAGE133
the rate term representing the sequence of single differences,
Figure DEST_PATH_IMAGE135
an intercept term representing a sequence of single differences,
Figure DEST_PATH_IMAGE137
and
Figure DEST_PATH_IMAGE139
respectively, norm 1 and norm 2,
Figure DEST_PATH_IMAGE141
and
Figure DEST_PATH_IMAGE143
the regularization coefficients, which represent the rate term and intercept term, respectively, may take the default values 1200 and 80,
Figure DEST_PATH_IMAGE145
an i-order difference matrix is represented, such as a first-order and a second-order difference matrix can be represented as:
Figure DEST_PATH_IMAGE147
f checking the detected jump, repairing by using the jump passed by the check, connecting the clock error data of the next section to the data of the previous section, and specifically, the jump size of the previous section and the jump size of the next section
Figure DEST_PATH_IMAGE149
The calculation formula of (a) is as follows:
Figure DEST_PATH_IMAGE151
and 5, repeating all satellites until coarse difference elimination and jump size calculation of all satellites are completed, repairing jump of all time periods, forming a double difference form for real-time clock difference data by using clock difference data of a reference satellite clock (default is a virtual central clock of all satellite clock differences), and calculating a standard difference and an average value of a double difference sequence, namely a precision evaluation result of real-time clock differences.

Claims (2)

  1. The GNSS real-time clock error evaluation algorithm is characterized by comprising the following steps: GNSS real-time clock error products are comprehensively influenced by the performance of a satellite clock and a resolving strategy, and often show nonlinear characteristics; aiming at strong coupling of the orbit and the clock error, calculating a clock error consistency correction item by utilizing a real-time orbit product and a reference orbit product, detecting and marking abnormal data of the GNSS real-time clock error by utilizing a median gross error detection method, and aiming at the problem of frequently-occurring jump of the real-time clock error, realizing jump detection and segment marking of a single difference sequence of the GNSS clock error by utilizing a total variation regularization method, and calculating the jump size; the whole calculation steps are as follows:
    step 1, selecting a real-time clock error product satellite system to be evaluated and a reference satellite forming double errors; calculating a consistency correction item of the real-time clock error by using the real-time orbit and the reference orbit product, correcting the consistency correction item to the satellite real-time clock error product, and finally obtaining each satellite real-time clock error sequence after consistency correction as the input of the next step;
    step 2, forming a single difference sequence by using the real-time clock difference and the reference clock difference, resolving a linear fitting coefficient of the single difference sequence by using a minimum 1 norm condition, calculating a residual error of the single difference sequence after linearization, realizing abnormal value detection of the residual error sequence by using a median gross error detection method, and removing abnormal values in the sequence;
    step 3, according to the single difference sequence, utilizing a total variation regularization method to carry out jump detection on the single difference sequence of each satellite, calculating jump size among each segment clock difference, and repairing;
    and 4, calculating a double-difference sequence of the real-time clock difference according to the selected reference star, and counting the mean value and the standard deviation of each satellite clock difference double-difference sequence in the whole time period.
  2. 2. The GNSS real-time clock error evaluation algorithm of claim 1, wherein: in fact, at home and abroad, a plurality of mechanisms provide GNSS precision product services, and the GNSS precision product services are very easy to obtain through a plurality of modes or adopt the precision orbit clock difference products after the GNSS precision product services are resolved by the mechanism; the algorithm is described in detail below according to the algorithm steps:
    in step 1, assume that the real-time clock offset of a satellite isat solved by the agency ac is
    Figure 879034DEST_PATH_IMAGE001
    The total number of epochs is
    Figure 594049DEST_PATH_IMAGE002
    In chronological order:
    Figure 822905DEST_PATH_IMAGE003
    corresponding reference products are noted
    Figure 85739DEST_PATH_IMAGE004
    In general, clock difference is corrected by number
    Figure 945111DEST_PATH_IMAGE001
    Can be expressed as:
    Figure 881843DEST_PATH_IMAGE005
    wherein the content of the first and second substances,
    Figure 353538DEST_PATH_IMAGE006
    the reference clock adopted by the analysis center in the data processing is shown, and all satellite clock differences are relative to the reference clock;
    Figure DEST_PATH_IMAGE007
    represents systematic deviations (including linear and non-linear components) associated with the analysis center and the satellite clock, such as deviations introduced by other relevant parameters and deviations due to inaccuracies of the error correction model;
    Figure 551170DEST_PATH_IMAGE008
    a certain portion of the clock's own characteristics, which can be generally represented by an initial time offset, a frequency offset and a frequency drift;
    Figure 614066DEST_PATH_IMAGE009
    representing random parts in the characteristics of the clock itself and other observed noise; calculating the projection of the satellite orbit difference in the direction of the geocentric sagittal diameter by using the reference orbit and the real-time orbit products, and taking the projection as a correction term of clock error consistency of each satellite, wherein a specific correction equation is as follows;
    wherein the content of the first and second substances,
    Figure 812015DEST_PATH_IMAGE011
    respectively representing the coordinate components of the real-time orbit and the precision reference orbit;
    in step 2, reading real-time clock correction and reference clock correction products, calculating clock correction single-difference sequences of each satellite, calculating linear fitting coefficients of the single-difference sequences by adopting an L1 norm minimum constraint condition, and finally obtaining residual errors after linear fitting; identifying gross errors in the residual error sequence by adopting a median detection method, judging whether clock error numerical values of all epochs are outlier or not, if not, considering that the modified data are not abnormal, if so, marking as the gross errors and removing, and setting a real-time clock error single error sequence after consistency correction as a sequence
    Figure 772143DEST_PATH_IMAGE012
    The specific median detection method is as follows:
    Figure 973317DEST_PATH_IMAGE013
    wherein the content of the first and second substances,
    Figure 619062DEST_PATH_IMAGE014
    for taking the median position of the data sequenceAs a function of the number of the bits,
    Figure DEST_PATH_IMAGE015
    when is coming into contact with
    Figure 760456DEST_PATH_IMAGE016
    Median when normally distributed
    Figure DEST_PATH_IMAGE017
    Equal to its standard deviation; determining data according toIs gross error:
    Figure DEST_PATH_IMAGE019
    wherein the integer is
    Figure 71799DEST_PATH_IMAGE020
    Selecting according to the requirementWhen the data obeys normal distribution, the gross error contained in the clock error data is removed at the level of 99% of confidence;
    in step 3, forming single difference by using real-time satellite clock difference data after the gross error is removed
    Figure 267157DEST_PATH_IMAGE022
    And establishing a total variation regularization model for the single difference sequence, wherein a specific model criterion can be expressed as:
    Figure DEST_PATH_IMAGE023
    wherein the content of the first and second substances,
    Figure DEST_PATH_IMAGE025
    representing a sequence of single differencesThe rate term of (a) is,
    Figure DEST_PATH_IMAGE027
    an intercept term representing a sequence of single differences,
    Figure DEST_PATH_IMAGE029
    andrespectively, norm 1 and norm 2,
    Figure DEST_PATH_IMAGE033
    and
    Figure DEST_PATH_IMAGE035
    the regularization coefficients, which represent the rate term and intercept term, respectively, may take the default values 1200 and 80,an i-order difference matrix is represented, such as a first-order and a second-order difference matrix can be represented as:
    Figure DEST_PATH_IMAGE039
    f checking the detected jump, repairing by using the jump passed by the check, connecting the clock error data of the next section to the data of the previous section, and specifically, the jump size of the previous section and the jump size of the next section
    Figure DEST_PATH_IMAGE041
    The calculation formula of (a) is as follows:
    in step 4, repeating steps 2 and 3 until the gross error rejection and the jump size calculation of all satellites are completed, repairing the jump of all time periods, forming a double-error form for the real-time clock error data by using the clock error data of a reference satellite clock (default is a virtual central clock of all satellite clock errors), and calculating the standard deviation and the average value of a double-error sequence, namely the precision evaluation result of the real-time clock error.
CN201911038327.7A 2019-10-29 2019-10-29 GNSS real-time clock error evaluation algorithm Pending CN110851773A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201911038327.7A CN110851773A (en) 2019-10-29 2019-10-29 GNSS real-time clock error evaluation algorithm
PCT/CN2019/123836 WO2021082188A1 (en) 2019-10-29 2019-12-07 Global navigation satellite system real-time clock error evaluation algorithm

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911038327.7A CN110851773A (en) 2019-10-29 2019-10-29 GNSS real-time clock error evaluation algorithm

Publications (1)

Publication Number Publication Date
CN110851773A true CN110851773A (en) 2020-02-28

Family

ID=69599263

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911038327.7A Pending CN110851773A (en) 2019-10-29 2019-10-29 GNSS real-time clock error evaluation algorithm

Country Status (2)

Country Link
CN (1) CN110851773A (en)
WO (1) WO2021082188A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112924994A (en) * 2021-01-21 2021-06-08 中国人民解放军61081部队 Comprehensive evaluation method for performance of satellite-borne atomic clock of navigation satellite
CN116299617A (en) * 2023-02-16 2023-06-23 北京航空航天大学 Method for establishing GNSS satellite-ground atomic clock real-time dynamic model
CN116299586A (en) * 2022-12-07 2023-06-23 中国科学院上海天文台 Precise single-point positioning method, receiver, equipment and medium based on broadcast ephemeris
CN116449400A (en) * 2023-06-19 2023-07-18 武汉大学 Real-time satellite clock error evaluation method and system for Beidou No. three PPP service
CN117031502A (en) * 2023-07-03 2023-11-10 哈尔滨工程大学 Real-time PPP-RTK satellite Zhong Gui correction product integrity monitoring method
CN112946693B (en) * 2021-02-03 2024-01-23 中国人民解放军61540部队 Method and system for determining system time deviation of satellite navigation system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113654566A (en) * 2021-07-27 2021-11-16 上海智能网联汽车技术中心有限公司 Positioning performance evaluation method of road side system, storage medium and vehicle-road cooperative system

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105467462A (en) * 2015-12-17 2016-04-06 西安测绘研究所 Low-low tracking gravity measuring satellite ground demonstration verification system
US20160245921A1 (en) * 2014-01-15 2016-08-25 The Boeing Company Multi-level/multi-threshold/multi-persistency gps/gnss atomic clock monitoring
US20190041528A1 (en) * 2017-08-02 2019-02-07 Thales Management & Services Deutschland Gmbh Method for operating a gnss receiver, with gnss signal deselection

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103076618B (en) * 2012-12-26 2014-10-08 北京空间飞行器总体设计部 Method for performing ground check and performance evaluation on satellite-borne measurement-type GNSS (Global Navigation Satellite System) receiver
CN103197335B (en) * 2013-03-22 2015-06-17 哈尔滨工程大学 Method using improved regularization method to restrain difference global positioning system (DGPS) integer ambiguity ill-condition
CN106772474B (en) * 2016-12-14 2019-12-13 航天恒星科技有限公司 Method and device for determining integer ambiguity
CN107422342A (en) * 2017-08-03 2017-12-01 千寻位置网络有限公司 GNSS satellite clock correction estimates method of quality control in real time
CN108107455A (en) * 2017-10-30 2018-06-01 千寻位置网络(浙江)有限公司 A kind of satellite clock correction Real-time Forecasting Method based on phase hit
CN108196279B (en) * 2017-12-23 2021-10-15 航天恒星科技有限公司 Satellite clock error calculating and forecasting method based on real-time data flow
WO2019143006A1 (en) * 2018-01-17 2019-07-25 한국항공대학교산학협력단 Method and apparatus for estimating position on basis of position-domain hatch filter by using multiple gnss

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160245921A1 (en) * 2014-01-15 2016-08-25 The Boeing Company Multi-level/multi-threshold/multi-persistency gps/gnss atomic clock monitoring
CN105467462A (en) * 2015-12-17 2016-04-06 西安测绘研究所 Low-low tracking gravity measuring satellite ground demonstration verification system
US20190041528A1 (en) * 2017-08-02 2019-02-07 Thales Management & Services Deutschland Gmbh Method for operating a gnss receiver, with gnss signal deselection

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112924994A (en) * 2021-01-21 2021-06-08 中国人民解放军61081部队 Comprehensive evaluation method for performance of satellite-borne atomic clock of navigation satellite
CN112946693B (en) * 2021-02-03 2024-01-23 中国人民解放军61540部队 Method and system for determining system time deviation of satellite navigation system
CN116299586A (en) * 2022-12-07 2023-06-23 中国科学院上海天文台 Precise single-point positioning method, receiver, equipment and medium based on broadcast ephemeris
CN116299586B (en) * 2022-12-07 2023-11-03 中国科学院上海天文台 Precise single-point positioning method, receiver, equipment and medium based on broadcast ephemeris
CN116299617A (en) * 2023-02-16 2023-06-23 北京航空航天大学 Method for establishing GNSS satellite-ground atomic clock real-time dynamic model
CN116299617B (en) * 2023-02-16 2023-10-31 北京航空航天大学 Method for establishing GNSS satellite-ground atomic clock real-time dynamic model
CN116449400A (en) * 2023-06-19 2023-07-18 武汉大学 Real-time satellite clock error evaluation method and system for Beidou No. three PPP service
CN116449400B (en) * 2023-06-19 2023-08-29 武汉大学 Real-time satellite clock error evaluation method and system for Beidou No. three PPP service
CN117031502A (en) * 2023-07-03 2023-11-10 哈尔滨工程大学 Real-time PPP-RTK satellite Zhong Gui correction product integrity monitoring method
CN117031502B (en) * 2023-07-03 2024-04-30 哈尔滨工程大学 Real-time PPP-RTK satellite Zhong Gui correction product integrity monitoring method

Also Published As

Publication number Publication date
WO2021082188A1 (en) 2021-05-06

Similar Documents

Publication Publication Date Title
CN110851773A (en) GNSS real-time clock error evaluation algorithm
Petit et al. Precise point positioning for TAI computation
Olsson et al. Evaluation and calibration of operational hydrological ensemble forecasts in Sweden
Luceri et al. Systematic errors in SLR data and their impact on the ILRS products
CN108196279A (en) Satellite clock correction based on real-time stream resolves and forecasting procedure
Guo et al. Real-time clock jump compensation for precise point positioning
JP2007500845A (en) Method for generating a clock correction value for a global or global differential GPS system
Ju et al. Enhanced cycle slip detection method for dual-frequency BeiDou GEO carrier phase observations
Weiss et al. AT2, a new time scale algorithm: AT1 plus frequency variance
CN110376620B (en) Real-time clock error forecasting method and device and computer equipment
CN110287537B (en) Wild value resistant self-adaptive Kalman filtering method for frequency standard output jump detection
CN111435167B (en) Receiver data quality analysis method and device based on Beidou III
CN109752744A (en) Multi-satellite combined orbit determination method based on model error compensation
CN115792974A (en) GNSS deformation monitoring result quality evaluation method
CN114002712B (en) GNSS real-time satellite clock error determination system and method based on data adaptive selection
CN105652298B (en) A kind of the Detection of Cycle-slip restorative procedure and device of tri- frequency pseudorange phase combinations of BDS
Bruyninx et al. Frequency transfer using GPS codes and phases: short-and long-term stability
Curran et al. Pvplr: R package implementation of multiple filters and algorithms for time-series performance loss rate analysis
DK2425301T3 (en) Measuring system for relative time with precision on nano second level
CN113504557A (en) GPS inter-frequency clock error new forecasting method for real-time application
Ahrens et al. Reconciling 14C and minirhizotron‐based estimates of fine‐root turnover with survival functions
Gershunskaya et al. Robust small area estimation using a mixture model
Jonkman et al. Integrity monitoring of IGEX-98 data, part II: cycle slip and outlier detection
CN117724128B (en) Low-orbit satellite orbit prediction method, system, terminal and medium
CN111435168A (en) Positioning method and device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20200228