CN116819585B - GNSS single-point positioning method and navigation method based on nonlinear optimization - Google Patents

GNSS single-point positioning method and navigation method based on nonlinear optimization Download PDF

Info

Publication number
CN116819585B
CN116819585B CN202311111619.5A CN202311111619A CN116819585B CN 116819585 B CN116819585 B CN 116819585B CN 202311111619 A CN202311111619 A CN 202311111619A CN 116819585 B CN116819585 B CN 116819585B
Authority
CN
China
Prior art keywords
time
receiver
value
moment
calculating
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.)
Active
Application number
CN202311111619.5A
Other languages
Chinese (zh)
Other versions
CN116819585A (en
Inventor
孙德安
王锦山
蒋云翔
满小三
肖永平
唐�谦
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.)
Changsha Jinwei Information Technology Co ltd
Original Assignee
Changsha Jinwei Information 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 Changsha Jinwei Information Technology Co ltd filed Critical Changsha Jinwei Information Technology Co ltd
Priority to CN202311111619.5A priority Critical patent/CN116819585B/en
Publication of CN116819585A publication Critical patent/CN116819585A/en
Application granted granted Critical
Publication of CN116819585B publication Critical patent/CN116819585B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T10/00Road transport of goods or passengers
    • Y02T10/10Internal combustion engine [ICE] based vehicles
    • Y02T10/40Engine management systems

Landscapes

  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

The invention discloses a GNSS single-point positioning method based on nonlinear optimization, which comprises the steps of obtaining an original observed quantity of a GNSS system; calculating to obtain a speed value of the GNSS system at each moment; calculating to obtain a position value of each moment of the GNSS system; and completing single-point positioning of the GNSS system according to the position value. The invention also discloses a navigation method comprising the GNSS single-point positioning method based on nonlinear optimization. The invention builds a system speed optimizer based on Doppler observed quantity and a kinematic model to optimize the speed of the system at each moment; meanwhile, the invention constructs a position optimizer based on pseudo-range observance, epoch carrier phase observance, optimized speed and receiver frequency drift, optimizes the position of the system at each moment, and obtains a navigation positioning result with high reliability and good accuracy; therefore, the invention has high reliability, good accuracy and good persistence.

Description

GNSS single-point positioning method and navigation method based on nonlinear optimization
Technical Field
The invention belongs to the technical field of positioning and navigation, and particularly relates to a GNSS single-point positioning method and a navigation method based on nonlinear optimization.
Background
Along with the development of economic technology and the improvement of living standard of people, the positioning and navigation technology is widely applied to the production and living of people, and brings endless convenience to the production and living of people. Therefore, ensuring the accuracy and reliability of the positioning and navigation process becomes one of the most important tasks in the positioning and navigation process.
At present, in the navigation positioning process, the traditional positioning technology generally adopts a Kalman filtering estimation-based scheme to estimate a real-time positioning result. In this kalman filter based solution, it is necessary to accurately determine the variance of the GNSS (Global Navigation Satellite System ) observations. However, in real urban complex environments, the uncertainty of the observables of GNSS is very large; moreover, in single point positioning scenarios, it is difficult for the system to determine the variance of the GNSS observables. Thus, these practical problems will directly lead to a reduction in the accuracy of state prediction during positioning and navigation, resulting in a larger positioning jump. Moreover, if the positioning or navigation terminal is continuously in a complex environment, the state quantity and the prediction accuracy of the Kalman filtering in the system are continuously reduced, and finally the divergence of the system filter is caused, so that the positioning process is not available, and the positioning and navigation functions cannot be provided.
Disclosure of Invention
The invention aims to provide a GNSS single-point positioning method based on nonlinear optimization, which has high reliability, good accuracy and good persistence.
The second objective of the present invention is to provide a navigation method including the non-linear optimization-based GNSS single point positioning method.
The GNSS single-point positioning method based on nonlinear optimization provided by the invention comprises the following steps:
s1, acquiring an original observed quantity of a GNSS system;
s2, calculating a speed value of each moment of the GNSS system based on the kinematic model and acceleration constraint between two adjacent moments according to the original observed quantity obtained in the step S1;
s3, calculating a position value of each moment of the GNSS system based on the pseudo-range and epoch carrier phase observed quantity according to the speed value calculated in the step S2;
s4, according to the position value obtained by calculation in the step S3, single-point positioning of the GNSS system is completed.
The step S2 specifically comprises the following steps:
calculating to obtain Doppler residual values according to the acquired original observed quantity of the GNSS system and the data of the receiver;
calculating to obtain a first kinematic residual value according to the kinematic model and acceleration constraint between two adjacent moments;
and calculating the speed value of the GNSS system at each moment according to the Doppler residual value and the first kinematic residual value.
The step S2 specifically comprises the following steps:
is calculated by the following formulaiDoppler difference value of timeIn->Is thatiSatellite observation vectors at the moment; />Is thatiA velocity value of the satellite at the moment; />Is thatiA receiver speed value at a time; />Is thatiA satellite Zhong Piao at time; />Is thatiTime-of-day receiver frequency drift; />Is thatiTime Doppler observation; />Is wavelength;
is calculated by the following formulaiFirst kinematic residual value of time instant:/>In->Is thatiA receiver speed value at a time; />Is thati-a receiver speed value at time-1; />Is thatiTime of moment;is thati-time of moment-1; />Is thatiAcceleration values of the time of day receiver;
the following formula is adopted as a speed nonlinear optimization model:in the middle ofXTo be treatedOptimized first parameter values comprisingiVelocity value sum of receiver at time instantiTime-of-day receiver frequency drift; />The minimum value is calculated;nthe number of Doppler observables; />Is the mahalanobis norm;
solving the constructed speed nonlinear optimization model to obtain a GNSS systemiA speed value at time.
The step S3 specifically comprises the following steps:
calculating to obtain a pseudo-range residual value according to the obtained pseudo-range observed quantity and the data of the receiver;
calculating to obtain an epoch carrier phase difference residual value according to the epoch carrier phase observed quantity and the epoch carrier phase difference constraint;
calculating a second kinematic residual value according to the kinematic model and the speed constraint between two adjacent moments;
calculating to obtain a receiver frequency drift residual value according to the receiver clock error and the receiver frequency drift;
and calculating to obtain a receiver position value of the GNSS system at each moment according to the obtained pseudo-range residual value, the epoch carrier phase difference residual value, the second kinematic residual value and the receiver frequency drift residual value.
The step S3 specifically comprises the following steps:
is calculated by the following formulajPseudo-range residual value of time
In the middle ofIs thatjTime of dayIs a satellite position of (2); />Is thatjA receiver position at time; />Is thatjReceiver clock difference at time; />Is thatjSatellite clock difference at moment; />Is thatjIonospheric delay at time; />Is thatjTime delay of troposphere at moment; />Is thatjPseudo-range observations of time; />Is the mahalanobis norm;
judging whether cycle slip occurs in the carrier phase:
if cycle slip occurs, epoch carrier phase differential constraint is not used;
if no cycle slip occurs, adding epoch carrier phase difference constraint, and calculating according to epoch carrier phase observed quantity by adopting the following formulajEpoch carrier-phase differential residual for time of dayIn->Is thatjSatellite observation vectors at the moment; />Is thatjA receiver position at time; />Is thatj-receiver position at time-1; />Is thatjTime-of-day receiver frequency drift; />Is wavelength; />Is thatjTime of dayj-carrier phase difference score at time-1; />Is thatjSatellite position at time;is thatj-satellite observation vector at time 1; />Is thatj-satellite position at time 1; />Is thatjTime of dayj-receiver clock differential value at time-1; />Is thatjTime of dayj-tropospheric delay difference values at time-1; />Is thatjTime of dayjIonospheric delay difference score at time-1;
is calculated by the following formulajSecond kinematic residual value of time instant:/>In->Is thatjTime of moment; />Is thatj-time of moment-1; />Is thatjReceiver speed at time;
is calculated by the following formulajTime-of-day receiver frequency drift residual valueIn->Is thatjReceiver clock difference at time; />Is thatj-receiver clock difference at time 1; />Is thatjTime-of-day receiver frequency drift;
the following formula is adopted as a position nonlinear optimization model:in the middle ofXXFor the second parameter value to be optimized, includejPosition value sum of receiver at timejClock skew of the receiver at the moment;nnthe number of observed quantities for the pseudo range;mmthe number of epoch carrier phase differences;
solving the constructed nonlinear optimization model to obtain a GNSS systemjA position value of the moment.
The invention also discloses a navigation method comprising the GNSS single-point positioning method based on nonlinear optimization, which further comprises the following steps:
s5, performing real-time navigation according to the single-point positioning result of the GNSS system obtained in the step S4.
The GNSS single-point positioning method and the navigation method based on nonlinear optimization, provided by the invention, are used for constructing a system speed optimizer based on Doppler observed quantity and a kinematic model, so as to optimize the speed of the system at each moment; meanwhile, the invention constructs a position optimizer based on pseudo-range observance, epoch carrier phase observance, optimized speed and receiver frequency drift, optimizes the position of the system at each moment, and obtains a navigation positioning result with high reliability and good accuracy; therefore, the invention has high reliability, good accuracy and good persistence.
Drawings
FIG. 1 is a flow chart of a positioning method according to the present invention.
Fig. 2 is a statistical diagram of east error in an embodiment of the positioning method of the present invention.
FIG. 3 is a diagram illustrating the north error statistics of an embodiment of the positioning method of the present invention.
Fig. 4 is a schematic diagram of an embodiment of an error statistic of the positioning method according to the present invention.
FIG. 5 is a flow chart of a navigation method according to the present invention.
Detailed Description
Fig. 1 is a schematic flow chart of a positioning method according to the present invention: the GNSS single-point positioning method based on nonlinear optimization provided by the invention comprises the following steps:
s1, acquiring an original observed quantity of a GNSS system;
s2, calculating a speed value of each moment of the GNSS system based on the kinematic model and acceleration constraint between two adjacent moments according to the original observed quantity obtained in the step S1; the method specifically comprises the following steps:
calculating to obtain Doppler residual values according to the acquired original observed quantity of the GNSS system and the data of the receiver;
calculating to obtain a first kinematic residual value according to the kinematic model and acceleration constraint between two adjacent moments;
calculating to obtain a speed value of the GNSS system at each moment according to the Doppler residual value and the first kinematic residual value;
the method specifically comprises the following steps:
is calculated by the following formulaiDoppler difference value of timeIn->Is thatiSatellite observation vectors at the moment; />Is thatiA velocity value of the satellite at the moment; />Is thatiA receiver speed value at a time; />Is thatiA satellite Zhong Piao at time; />Is thatiTime-of-day receiver frequency drift; />Is thatiTime Doppler observation; />Is wavelength;
is calculated by the following formulaiFirst kinematic residual value of time instant:/>In->Is thatiTime of dayA velocity value of a receiver of (a); />Is thati-a receiver speed value at time-1; />Is thatiTime of moment;is thati-time of moment-1; />Is thatiAcceleration values of the time of day receiver;
the following formula is adopted as a speed nonlinear optimization model:in the middle ofXFor the first parameter value to be optimized, includeiVelocity value sum of receiver at time instantiThe receiver frequency drift of time of day, wherein,ithe speed value of the receiver at the moment of time comprisesiTime of dayxSpeed in axial direction>iTime of dayySpeed in axial direction>Anditime of dayzSpeed in axial direction>iThe receiver frequency drift of the moment is then denoted +.>;/>The minimum value is calculated;nthe number of Doppler observables; />Is the mahalanobis norm;
solving the constructed speed nonlinear optimization model to obtain a GNSS systemiA speed value at a time;
s3, calculating a position value of each moment of the GNSS system based on the pseudo-range and epoch carrier phase observed quantity according to the speed value calculated in the step S2; the method specifically comprises the following steps:
calculating to obtain a pseudo-range residual value according to the obtained pseudo-range observed quantity and the data of the receiver;
calculating to obtain an epoch carrier phase difference residual value according to the epoch carrier phase observed quantity and the epoch carrier phase difference constraint;
calculating a second kinematic residual value according to the kinematic model and the speed constraint between two adjacent moments;
calculating to obtain a receiver frequency drift residual value according to the receiver clock error and the receiver frequency drift;
calculating to obtain a receiver position value of the GNSS system at each moment according to the obtained pseudo-range residual value, epoch carrier phase difference residual value, second kinematic residual value and receiver frequency drift residual value;
the specific implementation method comprises the following steps:
is calculated by the following formulajPseudo-range residual value of timeIn->Is thatjSatellite position at time; />Is thatjA receiver position at time; />Is thatjReceiver clock difference at time; />Is thatjSatellite clock difference at moment; />Is thatjIonospheric delay at time; />Is thatjTime delay of troposphere at moment; />Is thatjPseudo-range observations of time; />Is the mahalanobis norm;
judging whether cycle slip occurs in the carrier phase:
if cycle slip occurs, epoch carrier phase differential constraint is not used;
if no cycle slip occurs, adding epoch carrier phase difference constraint, and calculating according to epoch carrier phase observed quantity by adopting the following formulajEpoch carrier-phase differential residual for time of dayIn->Is thatjSatellite observation vectors at the moment; />Is thatjA receiver position at time; />Is thatj-receiver position at time-1; />Is thatjTime-of-day receiver frequency drift; />Is wavelength; />Is thatjTime of dayj-carrier phase difference score at time-1; />Is thatjSatellite position at time;is thatj-satellite observation vector at time 1; />Is thatj-satellite position at time 1; />Is thatjTime of dayj-receiver clock differential value at time-1; />Is thatjTime of dayj-tropospheric delay difference values at time-1; />Is thatjTime of dayjIonospheric delay difference score at time-1;
is calculated by the following formulajSecond kinematic residual value of time instant:/>In->Is thatjTime of moment; />Is thatj-time of moment-1; />Is thatjTime of day receiverA speed;
is calculated by the following formulajTime-of-day receiver frequency drift residual valueIn->Is thatjReceiver clock difference at time; />Is thatj-receiver clock difference at time 1; />Is thatjTime-of-day receiver frequency drift;
the following formula is adopted as a position nonlinear optimization model:in the middle ofXXFor the second parameter value to be optimized, includejPosition value sum of receiver at timejThe clock difference of the receiver at the moment in time, wherein,jthe position value of the receiver at the moment of time comprisesjTime of dayxPosition in axial direction->jTime of dayyPosition in axial direction->Andjtime of dayzPosition in axial direction->jThe clock difference of the receiver at the moment is then indicated as +.>nnThe number of observed quantities for the pseudo range;mmthe number of epoch carrier phase differences;
nonlinear optimization of constructed positionSolving the model to obtain the GNSS systemjA position value of the moment;
s4, according to the position value obtained by calculation in the step S3, single-point positioning of the GNSS system is completed.
The positioning method of the present invention is further described below with reference to a specific embodiment:
the method is based on the existing baseband chip board, a GNSS external antenna is connected to the board, a program corresponding to the positioning method is burnt on the board, and a positioning resolving result is output in a GGA protocol mode in real time based on a serial port mode. Specifically, two board cards, GNSS receivers, antennae and the like are installed on a vehicle for verification test, the vehicle is tested around the foot valley area of the foot area of a long-sand city, one board card burns the program of the positioning method, the other board card burns the program of the positioning method based on Kalman filtering, high-precision RTK is used as a true value for precision statistics comparison, error statistics in the east, north and sky directions are shown in the following figures, and compared with the positioning method based on Kalman filtering, the errors in the east, north and sky directions are smaller, and the precision is higher, as can be seen from figures 2, 3 and 4.
Respectively calculating the RMS index, CEP95 precision index and maximum value index of the positioning method and the positioning method based on Kalman filtering, as shown in the following table 1;
TABLE 1 precision index schematic table based on nonlinear optimization and based on Kalman filtering method
As can be seen from the table, compared with the Kalman filtering method, the positioning method has remarkable improvement on the positioning accuracy in the horizontal and elevation directions.
Fig. 5 is a flow chart of the navigation method according to the present invention: the navigation method comprising the GNSS single-point positioning method based on nonlinear optimization provided by the invention comprises the following steps:
s1, acquiring an original observed quantity of a GNSS system;
s2, calculating a speed value of each moment of the GNSS system based on the kinematic model and acceleration constraint between two adjacent moments according to the original observed quantity obtained in the step S1;
s3, calculating a position value of each moment of the GNSS system based on the pseudo-range and epoch carrier phase observed quantity according to the speed value calculated in the step S2;
s4, completing single-point positioning of the GNSS system according to the position value obtained by calculation in the step S3;
s5, performing real-time navigation according to the single-point positioning result of the GNSS system obtained in the step S4.

Claims (4)

1. The GNSS single-point positioning method based on nonlinear optimization is characterized by comprising the following steps:
s1, acquiring an original observed quantity of a GNSS system;
s2, calculating a speed value of each moment of the GNSS system based on the kinematic model and acceleration constraint between two adjacent moments according to the original observed quantity obtained in the step S1; the method specifically comprises the following steps:
calculating to obtain Doppler residual values according to the acquired original observed quantity of the GNSS system and the data of the receiver;
calculating to obtain a first kinematic residual value according to the kinematic model and acceleration constraint between two adjacent moments;
calculating to obtain a speed value of the GNSS system at each moment according to the Doppler residual value and the first kinematic residual value;
the specific implementation method comprises the following steps:
is calculated by the following formulaiDoppler difference value of timeIn->Is thatiSatellite observation vectors at the moment; />Is thatiA velocity value of the satellite at the moment; />Is thatiA receiver speed value at a time; />Is thatiA satellite Zhong Piao at time; />Is thatiTime-of-day receiver frequency drift; />Is thatiTime Doppler observation; />Is wavelength;
is calculated by the following formulaiFirst kinematic residual value of time instant:/>In->Is thatiA receiver speed value at a time; />Is thati-a receiver speed value at time-1; />Is thatiTime of moment;/>is thati-time of moment-1; />Is thatiAcceleration values of the time of day receiver;
the following formula is adopted as a speed nonlinear optimization model:in the middle ofXFor the first parameter value to be optimized, includeiVelocity value sum of receiver at time instantiTime-of-day receiver frequency drift; />The minimum value is calculated;nthe number of Doppler observables; />Is the mahalanobis norm;
solving the constructed speed nonlinear optimization model to obtain a GNSS systemiA speed value at a time;
s3, calculating a position value of each moment of the GNSS system based on the pseudo-range and epoch carrier phase observed quantity according to the speed value calculated in the step S2;
s4, according to the position value obtained by calculation in the step S3, single-point positioning of the GNSS system is completed.
2. The method for positioning a GNSS single point based on nonlinear optimization according to claim 1, wherein the step S3 specifically includes the following steps:
calculating to obtain a pseudo-range residual value according to the obtained pseudo-range observed quantity and the data of the receiver;
calculating to obtain an epoch carrier phase difference residual value according to the epoch carrier phase observed quantity and the epoch carrier phase difference constraint;
calculating a second kinematic residual value according to the kinematic model and the speed constraint between two adjacent moments;
calculating to obtain a receiver frequency drift residual value according to the receiver clock error and the receiver frequency drift;
and calculating to obtain a receiver position value of the GNSS system at each moment according to the obtained pseudo-range residual value, the epoch carrier phase difference residual value, the second kinematic residual value and the receiver frequency drift residual value.
3. The method for positioning a GNSS single point based on nonlinear optimization according to claim 2, wherein said step S3 comprises the steps of:
is calculated by the following formulajPseudo-range residual value of timeIn->Is thatjSatellite position at time; />Is thatjA receiver position at time; />Is thatjReceiver clock difference at time; />Is thatjSatellite clock difference at moment; />Is thatjIonospheric delay at time; />Is thatjTime delay of troposphere at moment; />Is thatjPseudo-range observations of time; />Is the mahalanobis norm;
judging whether cycle slip occurs in the carrier phase:
if cycle slip occurs, epoch carrier phase differential constraint is not used;
if no cycle slip occurs, adding epoch carrier phase difference constraint, and calculating according to epoch carrier phase observed quantity by adopting the following formulajEpoch carrier-phase differential residual for time of dayIn->Is thatjSatellite observation vectors at the moment; />Is thatjA receiver position at time; />Is thatj-receiver position at time-1; />Is thatjTime-of-day receiver frequency drift; />Is wavelength; />Is thatjTime of dayj-carrier phase difference score at time-1; />Is thatjSatellite position at time;is thatj-satellite observation vector at time 1; />Is thatj-satellite position at time 1; />Is thatjTime of dayj-receiver clock differential value at time-1; />Is thatjTime of dayj-tropospheric delay difference values at time-1; />Is thatjTime of dayjIonospheric delay difference score at time-1;
is calculated by the following formulajSecond kinematic residual value of time instant:/>In the middle ofIs thatjTime of moment; />Is thatj-time of moment-1; />Is thatjReceiver speed at time;
is calculated by the following formulajTime-of-day receiver frequency drift residual value:/>In->Is thatjReceiver clock difference at time; />Is thatj-receiver clock difference at time 1; />Is thatjTime-of-day receiver frequency drift;
the following formula is adopted as a position nonlinear optimization model:in the middle ofXXFor the second parameter value to be optimized, includejPosition value sum of receiver at timejClock skew of the receiver at the moment;nnthe number of observed quantities for the pseudo range;mmthe number of epoch carrier phase differences;
solving the constructed nonlinear optimization model to obtain a GNSS systemjA position value of the moment.
4. A navigation method comprising the non-linear optimization-based GNSS single point positioning method of any of claims 1 to 3, further comprising the steps of:
s5, performing real-time navigation according to the single-point positioning result of the GNSS system obtained in the step S4.
CN202311111619.5A 2023-08-31 2023-08-31 GNSS single-point positioning method and navigation method based on nonlinear optimization Active CN116819585B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311111619.5A CN116819585B (en) 2023-08-31 2023-08-31 GNSS single-point positioning method and navigation method based on nonlinear optimization

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311111619.5A CN116819585B (en) 2023-08-31 2023-08-31 GNSS single-point positioning method and navigation method based on nonlinear optimization

Publications (2)

Publication Number Publication Date
CN116819585A CN116819585A (en) 2023-09-29
CN116819585B true CN116819585B (en) 2023-12-29

Family

ID=88117077

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311111619.5A Active CN116819585B (en) 2023-08-31 2023-08-31 GNSS single-point positioning method and navigation method based on nonlinear optimization

Country Status (1)

Country Link
CN (1) CN116819585B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20210341625A1 (en) * 2020-05-01 2021-11-04 Ajeeth, Inc. Non-linear satellite state modeling techniques

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017181519A (en) * 2017-06-07 2017-10-05 三菱電機株式会社 GNSS Positioning Device
CN110275192A (en) * 2019-05-22 2019-09-24 东南大学 A kind of high-precision point positioning method and device based on smart phone
CN115267858A (en) * 2022-06-20 2022-11-01 北京交通大学 Precise single-point positioning method assisted by regional navigation system
CN115932923A (en) * 2022-12-29 2023-04-07 浙江工业大学 Shared GNSS vehicle enhanced cooperative positioning method based on V2V
CN116381760A (en) * 2023-06-05 2023-07-04 之江实验室 GNSS RTK/INS tight coupling positioning method, device and medium

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8044852B2 (en) * 2009-01-14 2011-10-25 Trimble Navigation Limited Position determination based on hybrid pseudorange solution data
KR102064854B1 (en) * 2012-12-04 2020-01-10 삼성전자주식회사 Gnss receiver and calculating method for pseudo-range and positioning thereof
US11885890B2 (en) * 2020-01-31 2024-01-30 U-Blox Ag Method and apparatus of single epoch position bound

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017181519A (en) * 2017-06-07 2017-10-05 三菱電機株式会社 GNSS Positioning Device
CN110275192A (en) * 2019-05-22 2019-09-24 东南大学 A kind of high-precision point positioning method and device based on smart phone
CN115267858A (en) * 2022-06-20 2022-11-01 北京交通大学 Precise single-point positioning method assisted by regional navigation system
CN115932923A (en) * 2022-12-29 2023-04-07 浙江工业大学 Shared GNSS vehicle enhanced cooperative positioning method based on V2V
CN116381760A (en) * 2023-06-05 2023-07-04 之江实验室 GNSS RTK/INS tight coupling positioning method, device and medium

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
Precise point positioning with mixed single- and dual-frequency GNSS observations from Android smartphones considering code-carrier inconsistency;Min Li;《Advances in Space Research》;第1-16页 *
面向Android智能终端的多模GNSS实时非差精密定位;汪亮 等;《导航定位于授时》;第6卷(第3期);第1-9页 *

Also Published As

Publication number Publication date
CN116819585A (en) 2023-09-29

Similar Documents

Publication Publication Date Title
US8612172B2 (en) Relative positioning
CN116819585B (en) GNSS single-point positioning method and navigation method based on nonlinear optimization
CN107015259B (en) Method for calculating pseudorange/pseudorange rate by using Doppler velocimeter
CN106291639A (en) A kind of GNSS receiver realizes the method and device of location
CN105607093A (en) Integrated navigation system and method for acquiring navigation coordinate
US9513374B2 (en) Measurement error covariance in GNSS receiver circuitry, pseudoranges, reference position
KR102188880B1 (en) Terminal, base station and location positioning method
CN109597105B (en) GPS/GLONASS tightly-combined positioning method considering deviation between carrier systems
Zhang et al. A novel GNSS based V2V cooperative localization to exclude multipath effect using consistency checks
CN107807373A (en) GNSS high-precision locating methods based on mobile intelligent terminal
CN110749907A (en) Clock error compensation method and system based on receiver in Beidou mobile positioning
CN115616623A (en) Satellite navigation time service method and device based on current model Kalman filtering
CN116027376A (en) RTK/INS embedded real-time combined positioning system based on robust estimation
CN111352137A (en) Multimode GNSS asynchronous RTK positioning method considering broadcast ephemeris error
CN112230254B (en) Correction method and device for GPS carrier phase multipath error
CN113835109A (en) Terminal positioning method and device, electronic equipment, storage medium and program product
CN115856945B (en) Precise single-point time service method, device and medium suitable for GNSS multi-frequency points
Chu et al. A new approach to modernized GPS phase-only ambiguity resolution over long baselines
CN102944888A (en) Low calculating quantity global position system (GPS) positioning method based on second-order extended Kalman
CN114527500B (en) Indoor and outdoor integrated positioning method, equipment, medium and product
CN115327595A (en) Spacecraft relative position measuring method and device based on GNSS difference
CN115373007A (en) Odometer positioning method based on mobile GNSS ambiguity relative change estimation
CN111948682A (en) Pseudo-range and carrier phase random model construction method based on BDS three-frequency combination
Zhilinskiy GLONASS Satellite Pseudorange Errors Mitigation Using Gradient Boosting Machine
CN111538045A (en) On-orbit precision pre-evaluation method for satellite-borne navigation receiver

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
GR01 Patent grant
GR01 Patent grant