CN101609143A - A kind of satellite timing method that strengthens based on wide area differential - Google Patents

A kind of satellite timing method that strengthens based on wide area differential Download PDF

Info

Publication number
CN101609143A
CN101609143A CN 200910022301 CN200910022301A CN101609143A CN 101609143 A CN101609143 A CN 101609143A CN 200910022301 CN200910022301 CN 200910022301 CN 200910022301 A CN200910022301 A CN 200910022301A CN 101609143 A CN101609143 A CN 101609143A
Authority
CN
China
Prior art keywords
satellite
difference station
star
station
pseudorange
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.)
Granted
Application number
CN 200910022301
Other languages
Chinese (zh)
Other versions
CN101609143B (en
Inventor
蔡成林
李孝辉
吴海涛
王文利
常兴旺
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.)
National Time Service Center of CAS
Original Assignee
National Time Service Center of CAS
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 National Time Service Center of CAS filed Critical National Time Service Center of CAS
Priority to CN 200910022301 priority Critical patent/CN101609143B/en
Publication of CN101609143A publication Critical patent/CN101609143A/en
Application granted granted Critical
Publication of CN101609143B publication Critical patent/CN101609143B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

The present invention relates to a kind of satellite timing method that strengthens based on wide area differential, technical characterictic is: the pseudorange observation of code phase and carrier phase is carried out at each difference station simultaneously, and main difference station and satellite navigation system time synchronized, the code phase observed reading and the carrier phase observation data position that all can record pseudorange.Main effect has two: (1) improves the satellite time service precision, utilizes this method can make the satellite time service reach 1~3nsec.(2) configuration of simplification ground monitoring system, the construction cost of reduction difference net.

Description

A kind of satellite timing method that strengthens based on wide area differential
Technical field
The present invention relates to a kind of satellite timing method that strengthens based on wide area differential, is to utilize the differential technique of satellite navigation system and the technology of satellite timing method to reach the method that time service improves the satellite time service precision.
Background technology
The satellite time service is the time service of satellite navigation system, one of the three big functions of locating and test the speed, and at present, defends time service and mainly relies on the ground monitoring system measurement and provide in the navigation message of satellite, and the satellite time service precision that is provided by navigation message is greatly about about 20nsec.For the needs user of high precision timing more, it is too rough that this precision seems.Therefore, be necessary to study the method that can further improve the satellite time service precision.
The real-time of satellite time service requires high, and traditional wide area differential method such as the current WASS that satisfies the good wide area differential method of real-time such as the U.S. adopts single pseudo range observed quantity and adopts star clock and ephemeris to unify calculation method, there is the bigger shortcoming of stochastic error in pseudo range observed quantity, and star clock and ephemeris unification are resolved, its geometric dilution of precision is bigger, and the real-time time service precision of satellite is difficult for improving.
Summary of the invention
The technical matters that solves
For fear of the deficiencies in the prior art part, the present invention proposes a kind of satellite timing method that strengthens based on wide area differential, can overcome the limitation of traditional wide area differential method aspect time service, utilizes the satellite timing method based on wide area differential method.
Technical scheme
Basic thought of the present invention is: utilize the main difference station of time strict synchronism and time not to set up the difference net in a plurality of secondary station of strict synchronism, in this difference net, utilize star clock error to carry out the first time at main difference station and separate for the second time and revise, obtain star clock time through twice correction.
The inventive method is characterised in that step is as follows: the pseudorange observation of code phase and carrier phase is carried out at each difference station simultaneously, and main difference station and satellite navigation system time synchronized, all can record the code phase observed reading and the carrier phase observation data position of pseudorange, concrete steps are as follows:
Step 1: the pseudo range observed quantity of code phase utilizes the carrier phase observed quantity level and smooth, obtains the pseudo range observed quantity after level and smooth;
Step 2: correct the first time of carrying out star clock error at main difference station, obtains the correction-ρ first time of star clock error CLK k(E), ρ CLK k ( E ) = ρ 1 k - R 1 k ( E ) ; Wherein: ρ 1 kBe the pseudorange of satellite k to main difference station, R 1 k(E) be the geometric distance of satellite k to main difference station, E represents the broadcast ephemeris of satellite;
Step 3: carry out the relative separation of ephemeris error at secondary difference station, obtain the relative reduction Δ ρ of this pair difference station ephemeris pseudorange i ki 1:
Δ ρ i k - Δ ρ i 1 = ρ 1 k - R 1 k ( E ) - ( ρ 1 1 - R 1 1 ( E ) ) - [ ( ρ i k - R i k ( E ) ) - ( ρ i 1 - R i 1 ( E ) ) ]
Wherein: Δ ρ i kThe expression satellite k is gone through pseudorange error to the station star of secondary difference station i, Δ ρ i 1The expression proper star is gone through pseudorange error, ρ to the station star of secondary difference station i i kThe expression satellite k is to the pseudorange of secondary difference station i, ρ i 1The expression proper star is to the pseudorange of secondary difference station i, ρ 1 1The expression proper star is to the pseudorange at main difference station; R 1 1(E) broadcast ephemeris of expression proper star is to the geometric distance at main difference station, R i k(E) broadcast ephemeris of expression satellite k is to the geometric distance of difference station i, R i 1(E) broadcast ephemeris of expression proper star is to the geometric distance of difference station i;
Step 4: the relative reduction Δ ρ that utilizes this pair difference station ephemeris pseudorange that the difference station more than three or three obtains i k-Δ ρ i 1, adopt three-dimensional user's positioning equation to resolve and obtain the ephemeris correction;
Step 5: correct the second time of carrying out star clock error at main difference station, obtains star clock correction Δ ρ for the second time CLK k,
Δ ρ CLK k = R 1 k ( S ) - R 1 k ( E ) = Δ t u - Δ t u ′ , R wherein 1 k(S) actual position of expression satellite k is to the geometric distance at main difference station, Δ t uThe true value of expression user timing results is separated Δ t U 'Actual the separating of expression user timing results;
It is Δ t that the true value of described user's timing results is separated for main difference station u=0;
The actual of described user's timing results separated: star clock correction and the step 4 of utilizing step 2 to obtain multi-satellite obtain the ephemeris correction, and the four-dimensional user's positioning equation of substitution obtains the actual Δ t that separates of the timing results at main difference station U 'The actual Δ t that separates with the timing results at main difference station U 'As the star clock correction second time;
Step 6: with correction-ρ first time CLK k(E) and star clock correction Δ ρ for the second time CLK kCarry out time service after the star clock error of correction satellite clock.
Beneficial effect
A kind of satellite timing method that strengthens based on wide area differential of the present invention, main effect has two: (1) improves the satellite time service precision, utilizes this method can make the satellite time service reach 1~3nsec.(2) configuration of simplification ground monitoring system, the construction cost of reduction difference net.
Description of drawings
Fig. 1: WAAS-Wide Area Augmentation System of the invention process
Fig. 2: the one-stop separation principle figure of star clock error
Fig. 3: each difference station and user's timing offset
Fig. 4: the timing synchronous error after each difference station and user's secondary correct
Embodiment
Now in conjunction with the embodiments, accompanying drawing is further described the present invention:
In the present embodiment: the difference net monitoring system on ground comprises main difference station (main website) among Fig. 1, and it is that a plurality of secondary difference station (secondary station) do not require during construction and the system time strict synchronism with the system time strict synchronism of satellite navigation system.Space segment is included in multi-satellite visual in the difference net and forms.
M among Fig. 2 1Represent main difference station (main website), S kExpression Navsat, wherein S 1The expression proper star, E kThe broadcast ephemeris position of expression Navsat, E 1The broadcast ephemeris position of expression proper star, E IkNavsat is through the correction ephemeris position after radially the ephemeris pseudorange error corrects.R 1 kRepresent main website respectively to the Navsat geometric distance, Δ ρ 1 kRepresent respectively nautical star to the ephemeris pseudorange error of main website in the radially projecting of main website to the broadcast ephemeris direction, i.e. ephemeris pseudorange error, ρ CLK k(S) the star clock pseudorange error true value of expression Navsat (compare with system time, for just, lag behind in advance) to negative, Δ Δ ρ 1 kExpression is with respect to the ephemeris pseudorange reduction of proper star.
The concrete steps of present embodiment:
(1) the one-stop separation of star clock error
Suppose that main website and system time are strict synchronism, the pseudorange of main website observation if do not consider the influence of pseudorange residual error, can be thought ρ after through double frequency ionosphere corrections and this data preprocessing process of troposphere model tuning 1 kInclude only the geometric distance R of main website to satellite actual position (S) 1 k(S), star clock pseudorange error ρ CLK k(S), can be expressed as
ρ 1 k = R 1 k ( S ) + ρ CLK k ( S ) (1)
Real star clock errors table is shown
ρ CLK k ( S ) = ρ 1 k - R 1 k ( S ) (2)
The radially pseudorange error of supposing broadcast ephemeris is Δ ρ 1 k, the relation according to Fig. 2 satellite broadcasting position and actual position has R 1 k ( S ) = R 1 k ( E ) - Δ ρ 1 k , Following formula can be rewritten as
ρ 1 k = R 1 k ( E ) - Δ ρ 1 k + ρ CLK k ( S ) (3)
Can be changed into
ρ CLK k ( S ) - Δ ρ 1 k = ρ 1 k - R 1 k ( E ) (4)
The summation of star clock and ephemeris error is represented on the left side of equation, and the right of equation is represented with respect to E kStar clock pseudorange error, can be expressed as
ρ CLK k ( E ) = ρ 1 k - R 1 k ( E ) (5)
General-ρ CLK k(E) be broadcast to the user as star clock correction, correct the first time of star clock error that Here it is.
According to the comparison of formula (5) and formula (2), the star clock error ρ that broadcast ephemeris separates CLK k(E) with real star clock error ρ CLK k(s) there is certain deviation (being called for short star clock deviation).Suppose that star clock deviation is Δ ρ CLK k, its value equals geometric distance poor that the main website branch is clipped to broadcast ephemeris and true ephemeris, is expressed as
Δ ρ CLK k = ρ CLK k ( E ) - ρ CLK k ( S ) = R 1 k ( S ) - R 1 k ( E ) (6)
The size of this deviation depends on the forecast precision of broadcast ephemeris, in order to reduce this star clock deviation to user's influence regularly, needs further to correct, and this step is called star clock secondary and corrects.
If secondary station also is a time synchronized, except that the numbering difference at difference station, the expression formula of pseudorange is consistent with formula (3), promptly
ρ i k = R i k ( E ) - Δ ρ i k + ρ CLK k ( S ) (7)
(2) ephemeris error relative separation
Because the actual position of satellite is unknown, so when correcting, use the correction ρ first time of star clock error CLK k(E) replace true star clock error ρ CLK k(S), the pseudorange error of pair station observation is deducted this amount obtain the ephemeris pseudorange error contribution amount of this station, be expressed as this star
Δ ρ i k = ρ CLK k - ( ρ i k - R i k ( E ) ) = ρ 1 k - R 1 k ( E ) - ( ρ i k - R i k ( E ) ) (8)
A plurality of secondary stations simultaneous can be got the ephemeris correction, said process is called the absolute separation of ephemeris pseudorange error herein.
If the secondary station asynchronism(-nization) step is selected a proper star (satellite 1), subtract each other by the poor pseudorange of other satellite and observation proper star of will observing of interspace list, can eliminate secondary station clock correction, obtain the relative pseudorange error contribution amount of ephemeris at this station, be expressed as
ΔΔ ρ i k = Δ ρ i k - Δ ρ i 1 = ρ 1 k - R 1 k ( E ) - ( ρ 1 1 - R 1 1 ( E ) ) - [ ( ρ i k - R i k ( E ) ) - ( ρ i 1 - R i 1 ( E ) ) ] (9)
Δ ρ i k-Δ ρ i 1Represent the relative error of i station, this amount is distributed to the k station, as the contribution amount of i station the ephemeris pseudorange correction of K satellite to the radially pseudorange error of two satellites.Utilize more than three or three the contribution amount at secondary station, adopt three-dimensional to resolve equation and unite to resolve and to obtain the ephemeris correction, said process is called the relative separation of ephemeris pseudorange error herein.
The relative separation method only revised in the pseudorange error radially with respect to proper star different piece, and its publicly-owned part, its value equals the radially pseudorange error R between main website and the proper star 1 1(S)-R 1 1(E), do not correct.This part error regularly can produce droop to the user.Its droop equals user's true value regularly and separates and actual separate poor
R 1 1 ( E ) - R 1 1 ( S ) = c ( Δt u - Δt u ′ ) (10)
Fig. 3 has provided through the star clock and has once corrected user timing results after correcting with ephemeris error.As can be seen from the figure, each difference station and user's timing offset is equal substantially, shows to have a droop, and this droop corrects by star clock secondary.
(3) star clock secondary corrects
Backward inference: if the star clock sum of errors ephemeris error of all satellites all is modified to true value, so according to user's positioning equation, utilize the true ephemeris of N 〉=4 satellite and true star clock can obtain user's timing and the true value of positioning result is separated, main website has known and time synchronized (the Δ t in mapping position (can ignore with the error of actual position) as a special user u=0) characteristics, this known true value are separated the true value that can be regarded as by true ephemeris and true star clock derivation and are separated, and can no longer find the solution Δ t like this uTherefore star clock secondary modification method can be reduced to
R 1 1 ( E ) - R 1 1 ( S ) = - Δt u ′ (14)
Separate according to the differential timing that differential correcting number and user's positioning equation of many stars that draw previously (N 〉=4) can calculate main difference station, in main website, this negative value of separating is exactly a star clock secondary correction.
(4) with correction-ρ first time CLK k(E) and star clock correction Δ ρ for the second time CLK kCarry out time service after the star clock error of correction satellite clock.
Find out that by Fig. 3 expression adopts user's timing results of correction of star clock and ephemeris correction, the result shows the timing offset at each difference station and user after the difference among the figure, has a droop as can be seen.
Fig. 4 has provided the result that star clock secondary corrects, as can be seen from Figure 4, Wuhan is after the interior user's of two nets in Chengdu the timing synchronous error process star clock secondary correction, user's timing results is controlled within 1~3nsec, has illustrated that indirectly the satellite time service precision can reach 1~3nsec.This illustrates that this method is very effective.

Claims (1)

1. satellite timing method that strengthens based on wide area differential, it is characterized in that: the pseudorange observation of code phase and carrier phase is carried out at each difference station simultaneously, and main difference station and satellite navigation system time synchronized, all can record the code phase observed reading and the carrier phase observation data position of pseudorange, concrete steps are as follows:
Step 1: the pseudo range observed quantity of code phase utilizes the carrier phase observed quantity level and smooth, obtains the pseudo range observed quantity after level and smooth;
Step 2: correct the first time of carrying out star clock error at main difference station, obtains the correction-ρ first time of star clock error CLK k(E), ρ CLK k ( E ) = ρ 1 k - R 1 k ( E ) ; Wherein: ρ 1 kBe the pseudorange of satellite k to main difference station, R 1 k(E) be the geometric distance of satellite k to main difference station, E represents the broadcast ephemeris of satellite;
Step 3: carry out the relative separation of ephemeris error at secondary difference station, obtain the relative reduction Δ ρ of this pair difference station ephemeris pseudorange i k-Δ ρ i 1:
Δ ρ i k - Δ ρ i 1 = ρ 1 k - R 1 k ( E ) - ( ρ 1 1 - R 1 1 ( E ) ) - [ ( ρ i k - R i k ( E ) ) - ( ρ i 1 - R i 1 ( E ) ) ]
Wherein: Δ ρ i kThe expression satellite k is gone through pseudorange error to the station star of secondary difference station i, Δ ρ i 1The expression proper star is gone through pseudorange error, ρ to the station star of secondary difference station i i kThe expression satellite k is to the pseudorange of secondary difference station i, ρ i 1The expression proper star is to the pseudorange of secondary difference station i, ρ 1 1The expression proper star is to the pseudorange at main difference station; R 1 1(E) broadcast ephemeris of expression proper star is to the geometric distance at main difference station, R i k(E) broadcast ephemeris of expression satellite k is to the geometric distance of difference station i, R i 1(E) broadcast ephemeris of expression proper star is to the geometric distance of difference station i;
Step 4: the relative reduction Δ ρ that utilizes this pair difference station ephemeris pseudorange that the difference station more than three or three obtains i k-Δ ρ i 1, adopt three-dimensional user's positioning equation to resolve and obtain the ephemeris correction;
Step 5: correct the second time of carrying out star clock error at main difference station, obtains star clock correction Δ ρ for the second time CLK k,
Δ ρ CLK k = R 1 k ( S ) - R 1 k ( E ) = Δ t u - Δ t u ′ , R wherein 1 k(S) actual position of expression satellite k is to the geometric distance at main difference station, Δ t uThe true value of expression user timing results is separated Δ t U 'Actual the separating of expression user timing results;
It is Δ t that the true value of described user's timing results is separated for main difference station u=0;
The actual of described user's timing results separated: star clock correction and the step 4 of utilizing step 2 to obtain multi-satellite obtain the ephemeris correction, and the four-dimensional user's positioning equation of substitution obtains the actual Δ t that separates of the timing results at main difference station U 'The actual Δ t that separates with the timing results at main difference station U 'As the star clock correction second time;
Step 6: with correction-ρ first time CLK k(E) and star clock correction Δ ρ for the second time CLK kCarry out time service after the star clock error of correction satellite clock.
CN 200910022301 2009-04-30 2009-04-30 Satellite timing method based on wide area differential reinforcement Expired - Fee Related CN101609143B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200910022301 CN101609143B (en) 2009-04-30 2009-04-30 Satellite timing method based on wide area differential reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200910022301 CN101609143B (en) 2009-04-30 2009-04-30 Satellite timing method based on wide area differential reinforcement

Publications (2)

Publication Number Publication Date
CN101609143A true CN101609143A (en) 2009-12-23
CN101609143B CN101609143B (en) 2012-10-24

Family

ID=41482968

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200910022301 Expired - Fee Related CN101609143B (en) 2009-04-30 2009-04-30 Satellite timing method based on wide area differential reinforcement

Country Status (1)

Country Link
CN (1) CN101609143B (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101917760A (en) * 2010-08-02 2010-12-15 中国科学院国家授时中心 Common view principle-based unilateral time transmission method
CN102281114A (en) * 2010-06-10 2011-12-14 郑州威科姆科技股份有限公司 Service time leap second processing method
CN103630909A (en) * 2013-11-04 2014-03-12 中国科学院国家授时中心 Method for intersatellite pseudorange simulation and on-satellite time reference building based on Ka mode
CN103792548A (en) * 2014-01-15 2014-05-14 郑州威科姆科技股份有限公司 Progressive self-correction satellite receiver position holding method based on time service application
CN104298860A (en) * 2014-09-22 2015-01-21 中国科学院国家授时中心 Method for calculating deviation of GEO satellite forwarded signal codes and carrier phases
CN105158771A (en) * 2015-08-25 2015-12-16 中国科学院国家授时中心 Traceability model parameter generation method for satellite navigation system
CN106292264A (en) * 2016-08-23 2017-01-04 武汉羲和科技有限公司 A kind of wide area accurate time transmission system strengthening system based on GNSS high accuracy
CN109738912A (en) * 2018-11-27 2019-05-10 中国科学院光电研究院 A method of fixed point time service is realized based on GNSS satellite signal
CN109752735A (en) * 2017-11-08 2019-05-14 泰斗微电子科技有限公司 Method for synchronizing time and Timing Receiver system based on real time differential technology
CN110780588A (en) * 2019-10-16 2020-02-11 北京航空航天大学 Wide-area accurate time service WPT system and method
CN111866754A (en) * 2020-06-29 2020-10-30 湖南省时空基准科技有限公司 Wireless broadcast time service information processing method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100495066C (en) * 2003-12-16 2009-06-03 中国测绘科学研究院 Underwater GPS positioning navigation method and system without high stable frequency scale

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102281114B (en) * 2010-06-10 2014-10-15 郑州威科姆科技股份有限公司 Service time leap second processing method
CN102281114A (en) * 2010-06-10 2011-12-14 郑州威科姆科技股份有限公司 Service time leap second processing method
CN101917760B (en) * 2010-08-02 2012-11-21 中国科学院国家授时中心 Common view principle-based unilateral time transmission method
CN101917760A (en) * 2010-08-02 2010-12-15 中国科学院国家授时中心 Common view principle-based unilateral time transmission method
CN103630909A (en) * 2013-11-04 2014-03-12 中国科学院国家授时中心 Method for intersatellite pseudorange simulation and on-satellite time reference building based on Ka mode
CN103792548B (en) * 2014-01-15 2016-01-06 郑州威科姆科技股份有限公司 Based on the satellite receiver gradual self-correcting position keeping method of time service application
CN103792548A (en) * 2014-01-15 2014-05-14 郑州威科姆科技股份有限公司 Progressive self-correction satellite receiver position holding method based on time service application
CN104298860A (en) * 2014-09-22 2015-01-21 中国科学院国家授时中心 Method for calculating deviation of GEO satellite forwarded signal codes and carrier phases
CN104298860B (en) * 2014-09-22 2017-04-12 中国科学院国家授时中心 Method for calculating deviation of GEO satellite forwarded signal codes and carrier phases
CN105158771A (en) * 2015-08-25 2015-12-16 中国科学院国家授时中心 Traceability model parameter generation method for satellite navigation system
CN106292264A (en) * 2016-08-23 2017-01-04 武汉羲和科技有限公司 A kind of wide area accurate time transmission system strengthening system based on GNSS high accuracy
CN106292264B (en) * 2016-08-23 2019-01-29 武汉羲和科技有限公司 A kind of wide area accurate time transmission system enhancing system based on GNSS high-precision
CN109752735A (en) * 2017-11-08 2019-05-14 泰斗微电子科技有限公司 Method for synchronizing time and Timing Receiver system based on real time differential technology
CN109738912A (en) * 2018-11-27 2019-05-10 中国科学院光电研究院 A method of fixed point time service is realized based on GNSS satellite signal
CN109738912B (en) * 2018-11-27 2020-09-11 中国科学院光电研究院 Method for realizing fixed point time service based on GNSS satellite signals
CN110780588A (en) * 2019-10-16 2020-02-11 北京航空航天大学 Wide-area accurate time service WPT system and method
CN111866754A (en) * 2020-06-29 2020-10-30 湖南省时空基准科技有限公司 Wireless broadcast time service information processing method
CN111866754B (en) * 2020-06-29 2021-09-21 湖南省时空基准科技有限公司 Wireless broadcast time service information processing method

Also Published As

Publication number Publication date
CN101609143B (en) 2012-10-24

Similar Documents

Publication Publication Date Title
CN101609143B (en) Satellite timing method based on wide area differential reinforcement
US11726213B2 (en) Fast and precise positioning method and system
EP3805796A1 (en) Navigation enhancement method and system
CN109581452B (en) GNSS reference station carrier phase integer ambiguity resolution method
US20200096648A1 (en) Zone correction-based method for improving the positioning accuracy in a satellite-based augmentation system
CN103344978B (en) Area enhanced precision positioning service method suitable for large-scale users
CN104570024A (en) Beidou space-based high-precision real-time positioning method
CN101917760B (en) Common view principle-based unilateral time transmission method
CN103698790B (en) Difference combined method between the Big Dipper and GPS dual system wide lane carrier phase mixing star
CN104316943B (en) A kind of pseudo-distance and Doppler combine differential position system and method
EP3525011A3 (en) Receiver and method for navigation and positioning of the receiver
CN105842720A (en) Wide-range precise real-time positioning method based on carrier phase
CN104483689A (en) Determination method for BDS reference station three-frequency carrier phase whole cycle ambiguities
CN114280644A (en) PPP-B2B service-based precise point positioning system and method
CN103675858B (en) Dipper system B1 and gps system L1 carrier phase mixing difference method
CN102890279A (en) Method for implementing precise nanosecond time synchronization by virtue of global positioning system
Guo et al. Toward single-epoch 10-centimeter precise point positioning using Galileo E1/E5a and E6 signals
CN105045086A (en) Improved high precision RDSS time service method
CN101299063A (en) Method for correcting multiple constellation SBAS system time difference
CN105425248A (en) High-frequency epoch-by-epoch phase difference method for single-frequency GNSS phase stability monitoring
CN104898144A (en) Whole-cycle ambiguity single epoch determining method for Beidou system reference station
CN101609142B (en) Wide area differential method based on virtual reference star
CN105510946A (en) Quick resolving method for integer ambiguity of BDS satellite carrier phase
CN104991265A (en) Beidou satellite navigation system user uniformity positioning method
CN106814376B (en) Rapid and accurate centimeter-level single-point positioning method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121024

Termination date: 20140430