CN103235317B - A kind of marine GNSS hi-Fix service system and method - Google Patents

A kind of marine GNSS hi-Fix service system and method Download PDF

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CN103235317B
CN103235317B CN201310153306.6A CN201310153306A CN103235317B CN 103235317 B CN103235317 B CN 103235317B CN 201310153306 A CN201310153306 A CN 201310153306A CN 103235317 B CN103235317 B CN 103235317B
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marine
information
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CN103235317A (en
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李银虎
纪元法
孙希延
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SHENZHEN ZHONGJI UNITED TECHNOLOGIES Co Ltd
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Abstract

A kind of marine GNSS hi-Fix service system and method, the method is gathered by marine fixed reference station GNSS observation data, the collection of the GNSS observation data of mobile buoy and oceanographic observation data, the GEO telstar passback of GNSS observation data, the data processing at central station station, GNSS differential corrections and the step such as the distribution of environmental data, the hi-Fix of user, thus provide marine GNSS hi-Fix service system and the method for hi-Fix and environmental monitoring reporting services to ocean user.

Description

A kind of marine GNSS hi-Fix service system and method
Technical field
The present invention relates to offshore location field, particularly relate to a kind of marine GNSS hi-Fix service system based on oceanographic buoy and virtual reference station and method.
Technical background
Along with the development of Global Positioning System (GPS) (GNSS), positioning precision and the completeness of GNSS also more and more receive much concern, although positioning precision as civilian in GPS, GLONASS, BD2 etc. reaches about 10 meters, the demand of most of user can be met very well.But, to high precision and particular/special requirement user, as the drafting of map, the collection of geography information, the motion of plate, the precision approach etc. of aircraft, its decimeter grade even positioning requirements of centimetre-sized all can not be reached.For this reason, to there is a lot of differential system as stood etc. in DGPS, RTK, CORS so at present on land, hi-Fix service can be supplied to for user.But for wide ocean, owing to being subject to various environment and geographic factor, also do not have such differential system at present, this makes ocean hi-Fix be limited by very large, the high precision as Marine Electronics map is drawn, the precision of ship-board aircraft logs in.Add marine environment complexity, as various GNSS interference source, wind and waves etc., causing GNSS under many circumstances cannot normally locate.
Summary of the invention
The object of the present invention is to provide a kind of marine GNSS hi-Fix service system and method that hi-Fix and environmental monitoring reporting services are provided to ocean user.
To achieve these goals, the present invention includes a kind of marine GNSS hi-Fix method of servicing, it is characterized in that: the collection of the GNSS observation data of step a, marine fixed reference station, mobile buoy; The GEO telstar passback of step b, GNSS observation data; The process to data of step c, central station and the distribution of GNSS differential corrections and environmental data, the hi-Fix of steps d, user.
The invention has the advantages that: marine GNSS hi-Fix service system and method that hi-Fix and environmental monitoring reporting services are provided to ocean user by the data processing of the GEO telstar passback of the collection of the GNSS observation data of the GNSS observation data collection of marine fixed reference station, mobile buoy and oceanographic observation data, GNSS observation data, central station, GNSS differential corrections and the distribution of environmental data, the hi-Fix of user etc.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention's marine GNSS hi-Fix service system.
Embodiment
The specific embodiment of the present invention is described in detail below in conjunction with accompanying drawing.
Fig. 1 is a kind of marine GNSS hi-Fix service system of the present invention, it is characterized in that: comprise the information such as pseudo range observed quantity, carrier phase observed quantity, text, time of every satellite that at least three marine fixed reference stations are arranged on fixing GNSS observed quantity acquisition station on island, ocean, receive, according to certain coding and signal madulation, gone out by antenna transmission, signal is transmitted to central station station through GEO telstar; Some flowing oceanographic buoys load GNSS receiver and marine environment sensor, described GNSS receiver receives some observation datas of GNSS, marine environment sensor can gather the meteorology and hydrology data such as seawater salinity, temperature, humidity, ocean current of ocean, described data carry out encoding according to the form similar to base station, go out through antenna transmission after signal madulation, and signal is transmitted to central station station through GEO telstar; Data link, the communication link of fixed reference station and buoy communication link, user, wherein, the communication link of fixed station and oceanographic buoy is responsible for the data of base station and buoy to be sent to central station station by GEO telstar, and user is two-way communication by the communication link of BD1 telstar; Central station station owner will configure large-scale dual-mode antenna, Data Control and processing enter, dual-mode antenna receives the observed quantity of the rough coordinates of user on ocean, the marine observed quantity of fixed reference station GNSS and the GNSS of marine marker, meteorology, water temperature data, and the information data result that described antenna receives by Data Control and processing enter issues user by BD1 telstar; Line module comprises GNSS receiver and BD1 communication module, BD1 communication module by rough coordinates issue central station station, central station station is according to the grade of user and classification, at the virtual base station of user's annex, and differential corrections and other information are handed down to user by BD1 telstar receive by GNSS receiver.
Wherein, the observation data of described flowing oceanographic buoy comprises the information such as every satellite-signal intensity, pseudo-range measurements, carrier-phase measurement, navigation message, the time received.
Wherein, described two-way communication comprises: first user needs the rough coordinates oneself, is sent to central station station; Central station station needs the information such as differential correcting, availability, completeness to be handed down to user.
Wherein, described large-scale dual-mode antenna is generally 8 ~ 15 meters of parabola antennas, and deepwater user, base station and buoy antenna just can adopt small-sized antenna.
A kind of marine GNSS hi-Fix method of servicing based on oceanographic buoy and virtual reference station of the present invention, the exact position of step a, in advance precision measurement fixed reference station, fixed reference station gathers the observed quantity of GNSS, and issues central station station after these observed quantities packing by GEO telstar; Oceanographic buoy is the observed quantity of dynamic acquisition GNSS and Ocean environment information also, also issues central station by GEO satellite; Step b, in the course of the work, user's GNSS receiver that first utilization itself is carried calculates a rough coordinates, and this rough coordinates BD1 communication module is passed to central station; After the observed quantity of base station and the buoy received is combined at step c, central station station, adopt certain mathematical model, a virtual base station near user, and the GNSS correction at virtual reference station is issued user by BD1 telstar; Steps d, user correct local GNSS receiver observed quantity after receiving these information, thus realize the hi-Fix of user.Meanwhile, central station station also or according to the type of user and rank, judges whether to be distributed to user's Ocean environment information.
Wherein, step a comprises step a1, the acquisition of fixed reference station, ocean GNSS observed quantity and the process of distribution: ocean fixed reference station addressing is on fixing island, and at least choose 3 stations, the position at fixed reference station accurately records in advance.Base station is equipped with GNSS receiver, and this receiver can gather the information such as pseudorange, carrier phase, navigation message, time of GNSS; Data processing baseband module, this module arranges GNSS observed quantity, according to the packing of certain form, coding and modulation (BPSK can be adopted to modulate), be converted to after C-band (because GEO transponder is C frequency range) through up-converter module, send through antenna, and be transmitted to central station station through GEO telstar; Meanwhile, base station also needs to configure certain continued power equipment, as solar cell etc.
The GNSS observed quantity acquisition of step a2, oceanographic buoy and the process of distribution: oceanographic buoy is configured with GNSS receiver, and this receiver can gather the information such as GNSS signal intensity, pseudorange, carrier phase, navigation message, time; Marine environment sensor, gathers as data such as meteorology and hydrology such as seawater salinity, temperature, humidity, ocean currents; Data processing baseband module, this module arranges GNSS and ocean environment observation amount, according to the packing of certain form, coding and modulation (modulation system is identical with base station), be converted to after C-band through up-converter module, send through antenna, and be transmitted to central station station through GEO telstar; Meanwhile, buoy is also equipped with battery, control system etc.
The process of the data processing at step b, central station station: ground data process center line is equipped with large-scale parabola dual-mode antenna, low-converter, baseband signal processing module, mainframe computer data processing module, BD1 communication module, continued power equipment, antenna receives the signal sent out of fixed reference station and buoy, after low-converter frequency conversion, baseband signal realizes despreading and decoding, obtains GNSS observed quantity and the ocean environment observation data of fixed reference station and buoy.
Step c, in user job process, user first by BD1 communication module from oneself rough coordinates to central station station.Data processing centre (DPC) simulates a virtual reference station at user's annex, and this card number of GNSS difference is passed to user by BD1 communication module.
Its computation process is as follows:
Pseudorange and the carrier phase observation equation at three fixed reference stations are:
ρ i j = ( x j - x i g ) 2 + ( y j - y i g ) 2 + ( z j - z i g ) 2 + Δρ i j - cdt j + d i i o n + d i t r o p - - - ( 1 )
Φ i j = ( x j - x i g ) 2 + ( y j - y i g ) 2 + ( z j - z i g ) 2 + Δρ i j - cdt j - d i i o n + d i t r o p - - - ( 2 )
In formula, it is the three-dimensional position of i-th (i=1,2,3) individual base station; pseudo-range measurements and the carrier-phase measurement of an i-th station observation jth satellite respectively; it is a jth pseudorange error that satellite position error causes at the i-th station; Dt jit is Satellite clock errors; i-th base station ionospheric error; i-th base station tropospheric error; (x j, y j, z j) be the actual position of a jth satellite.
Obtained by equation (1) and (2):
d i i o n = ( ρ i j - Φ i j ) / 2 - - - ( 3 )
So, the ionospheric error of three base stations can be obtained.
Due to, the positional distance of three base stations is not far, can three base stations dt jwith regard identical error as.That is, d 1 t r o p = d 2 t r o p = d 3 t r o p = d t r o p .
ρ 1 j = ( x j - x 1 g ) 2 + ( y j - y 1 g ) 2 + ( z j - z 1 g ) + Δρ j - cdt j + d 1 i o n + d t r o p ρ 2 j = ( x j - x 2 g ) 2 + ( y j - y 2 g ) 2 + ( z j - z 2 g ) 2 + Δρ j - cdt j + d 2 i o n + d t r o p ρ 3 j = ( x j - x 3 g ) 2 + ( y j - y 3 g ) 2 + ( z j - z 3 g ) 2 + Δρ j - cdt j + d 3 i o n + d t r o p - - - ( 4 )
3 unknown numbers are only had, so can in the hope of Δ p in above formula 3 equations j, dt jand d trop.
When user job time, first to provide its rough coordinates (x u, y u, z u), in order to simplify ionosphere mathematical model, remove the impact of height, the ionosphere mathematical model in research same level, is first converted into terrestrial coordinate user coordinates, namely the position of three base stations is also converted to terrestrial coordinate simultaneously with learn from calculating above, this ionosphere of 3 obtains, and adopts plane equation to ionosphere modeling:
The ionosphere numerical value of three reference points is brought into equation above, constant (a, b, c) can be determined, namely determine ionosphere mathematical model.For any user bring equation (5) into, can ionospheric error be obtained.
Therefore, Data processing center station, these Correction of Errors numbers, joins same Ocean environment information, as interference source, seawater salinity, ocean temperature, wind direction etc. adopt BD1 communication module to pass to user together.
The precision positioning of steps d, subscriber station
Subscriber station is equipped with GNSS receiver and BD1 communication module, during user job, the rough coordinates of user is first obtained by GNSS receiver, and issue central station station by BD1 communication module, central station station calculates GNSS Correction of Errors number and the Ocean environment information of user, and issuing user by BD1 communication module, user obtains these Correction of Errors numbers the GNSS receiver positioning result of correction itself,
ρ u j = ( x j - x u ) 2 + ( y j - y u ) 2 + ( z j - z u ) 2 + ( Δρ u j - cdt j + d u i o n + d u t r o p ) - ( Δ ρ ‾ u j - c d t ‾ j + d ‾ u i o n + d ‾ u t r o p ) + cdt u = ( x j - x u ) 2 + ( y j - y u ) 2 + ( z j - z u ) 2 + cdt u - - - ( 6 )
When to observe 4 and above satellite simultaneously, the exact position of user just can be reached.
The invention has the advantages that: marine GNSS hi-Fix service system and method that hi-Fix and environmental monitoring reporting services are provided to ocean user by the data processing of the GEO telstar passback of the collection of the GNSS observation data of the GNSS observation data collection of marine fixed reference station, mobile buoy and oceanographic observation data, GNSS observation data, central station, GNSS differential corrections and the distribution of environmental data, the hi-Fix of user etc.
As described above, be only preferred embodiment, and not for limiting the scope of the invention, all equivalences done according to the present patent application the scope of the claims change or modify, and are all the present invention and contain.

Claims (4)

1. a marine GNSS hi-Fix method of servicing, is characterized in that:
The collection of the GNSS observation data of step a, marine fixed reference station, mobile buoy: fixed reference station gathers the observed quantity of GNSS and oceanographic buoy, and also the observed quantity of dynamic acquisition GNSS and Ocean environment information issue central station station by GEO telstar;
The GEO telstar passback of step b, GNSS observation data: the antenna at central station station receives the signal sent out of fixed reference station and buoy, after low-converter frequency conversion, baseband signal realizes despreading and decoding, obtains GNSS observed quantity and the ocean environment observation data of fixed reference station and buoy;
Step c, central station station are to the distribution of the process of data and GNSS differential corrections and environmental data: after the observed quantity of base station and the buoy received is combined at central station station, adopt certain mathematical model, a virtual base station near user, and the GNSS correction at virtual reference station is issued user by BD1 telstar;
The hi-Fix of steps d, user: user corrects local GNSS receiver observed quantity after receiving these information, thus realize the hi-Fix of user, meanwhile, central station station, according to the type of user and rank, judges whether to be distributed to user's Ocean environment information.
2. marine GNSS hi-Fix method of servicing as claimed in claim 1, it is characterized in that: described step a comprises step a1 and step a2 to carry out simultaneously, wherein, step a1 is: the position at marine fixed reference station accurately records in advance, and GNSS receiver gathers the pseudo-range information of GNSS, carrier phase information, navigation message information and temporal information; Data processing module arranges GNSS observed quantity, according to the packing of certain form, coding and modulation, is converted to after C-band, sends through antenna, and be transmitted to central station station through GEO telstar through up-converter module; Step a2 is: oceanographic buoy is configured with GNSS receiver, and this receiver can gather GNSS signal strength information, pseudo-range information, carrier phase information, navigation message information and temporal information; Marine environment sensor gathers meteorology and hydrology data; Data processing module arranges GNSS and ocean environment observation amount, according to the packing of certain form, coding and modulation, is converted to after C-band, sends through antenna, and be transmitted to central station station through GEO telstar through up-converter module.
3. marine GNSS hi-Fix method of servicing as claimed in claim 1, is characterized in that: step c, utilize its rough coordinates (x u, y u, z u), in order to simplify ionosphere mathematical model, remove the impact of height, the ionosphere mathematical model in research same level, is first converted into terrestrial coordinate user coordinates, namely the position of three base stations is also converted to terrestrial coordinate simultaneously with learn from calculating above, this ionosphere of 3 obtains, and adopts plane equation to ionosphere modeling:
In formula, i-th base station ionospheric error, with the coordinate points that λ is terrestrial coordinate;
The ionosphere numerical value of three reference points is brought into equation above, constant (a, b, c) can be determined, namely determine ionosphere mathematical model, for any user bring equation (5) into, can ionospheric error be obtained.
4. marine GNSS hi-Fix method of servicing as claimed in claim 1, it is characterized in that: the rough coordinates first obtaining user by GNSS receiver, and issue central station station by BD1 communication module, central station station calculates GNSS Correction of Errors number and the Ocean environment information of user, and issuing user by BD1 communication module, user obtains these Correction of Errors numbers the GNSS receiver positioning result of correction itself,
ρ u j = ( x j - x u ) 2 + ( y j - y u ) 2 + ( z j - z u ) 2 + ( Δρ u j - cdt j + d u i o n + d u t r o p ) - ( Δ ρ ‾ u j - c d t ‾ j + d ‾ u i o n + d ‾ u t r o p ) + cdt u = ( x j - x u ) 2 + ( y j - y u ) 2 ( z j - z u ) 2 + cdt u - - - ( 6 )
In formula, x u, y uand z ufor the coordinate points of rough coordinates; x j, y jand z jfor the actual position coordinate points of a jth satellite; it is the pseudorange error that a jth satellite position error causes in user u position; Dt uit is the clocking error of the GNSS receiver of user; it is user u position ionospheric error; it is user u position tropospheric error; it is the differential correctional of the GNSS receiver to user; it is the clock correction of the GNSS receiver to user; it is the ionospheric error correction of the GNSS receiver to user; be the tropospheric error correction of the GNSS receiver to user, c is constant;
When to observe 4 and above satellite simultaneously, the exact position of user just can be reached.
CN201310153306.6A 2013-04-28 2013-04-28 A kind of marine GNSS hi-Fix service system and method Active CN103235317B (en)

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CN105425248B (en) * 2015-11-20 2017-09-19 山东科技大学 The high frequency of single-frequency GNSS phase stabilities monitoring is by epoch phase difference method
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CN117420571B (en) * 2023-12-19 2024-03-19 武汉大学 Far coast static and dynamic reference station networking positioning method and system based on floating platform

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5202829A (en) * 1991-06-10 1993-04-13 Trimble Navigation Limited Exploration system and method for high-accuracy and high-confidence level relative position and velocity determinations
CN102944883A (en) * 2012-10-23 2013-02-27 吴杰 Seaborne rescue localizer based on Beidou RDSS (Radio Determination Satellite Service) navigation system and system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5202829A (en) * 1991-06-10 1993-04-13 Trimble Navigation Limited Exploration system and method for high-accuracy and high-confidence level relative position and velocity determinations
CN102944883A (en) * 2012-10-23 2013-02-27 吴杰 Seaborne rescue localizer based on Beidou RDSS (Radio Determination Satellite Service) navigation system and system

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