CN104502935B - A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference - Google Patents

A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference Download PDF

Info

Publication number
CN104502935B
CN104502935B CN201410837313.2A CN201410837313A CN104502935B CN 104502935 B CN104502935 B CN 104502935B CN 201410837313 A CN201410837313 A CN 201410837313A CN 104502935 B CN104502935 B CN 104502935B
Authority
CN
China
Prior art keywords
satellite
difference
fuzziness
frequency
delta
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
CN201410837313.2A
Other languages
Chinese (zh)
Other versions
CN104502935A (en
Inventor
潘树国
汪登辉
高成发
邓家栋
杨徉
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.)
Southeast University
Original Assignee
Southeast University
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 Southeast University filed Critical Southeast University
Priority to CN201410837313.2A priority Critical patent/CN104502935B/en
Publication of CN104502935A publication Critical patent/CN104502935A/en
Application granted granted Critical
Publication of CN104502935B publication Critical patent/CN104502935B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • G01S19/38Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system
    • G01S19/39Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system the satellite radio beacon positioning system transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
    • G01S19/42Determining position
    • G01S19/43Determining position using carrier phase measurements, e.g. kinematic positioning; using long or short baseline interferometry
    • G01S19/44Carrier phase ambiguity resolution; Floating ambiguity; LAMBDA [Least-squares AMBiguity Decorrelation Adjustment] method

Abstract

The invention discloses a kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference.The Dan Zhanfei difference fuzzinesses of the whole network are estimated using non-difference non-combined model, and using satellite clock as unknown parameter, real-time satellite clock correction product is added as pseudo- observed quantity.According to customer location, the non-poor fuzziness of user's adjacent sites being extracted, one being selected in adjacent sites as reference station, the integer characteristic for obtaining double difference fuzziness using difference operator reduction, single epoch obtain the double difference fuzziness result with integer characteristic.Using method proposed by the present invention, calculating performance can be effectively lifted in large-scale reference station, weaken the impact that atmosphere errors and length are fixed to double difference fuzziness simultaneously, reduce the pathosis of double difference model, improve model robustness and fuzziness fixes success rate.

Description

A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference
Technical field
The present invention relates to GLONASS (GNSS) field of satellite location, the non-combined essence of the non-differences of more particularly to GNSS Close One-Point Location.
Background technology
With base station quantity gradually increase and multisystem multiple-frequency signal compatibility, CORS on a large scale (Continuous Operational Reference System:Continuous operation reference system) system extensively built simultaneously It is increasingly becoming national important infrastructure to support hi-Fix application, user can be obtained li in real time using many reference station networks The positioning precision of meter level.
In the application of current network RTK, it is necessary to assure double difference fuzziness is computed correctly, so that the differential correcting of the whole network is believed Breath and VRS observations are generated, so that it is guaranteed that locating effect.Therefore, most of CORS systems soft wares adopt Baseline solution Calculation method is realizing the whole network ambiguity resolution.Although Baselines method reduces unknown parameter number, solves to a certain extent The rank defect problem for solving, but generally there is relativity problem that is complicated and being difficult to definite solution.Simultaneously as atmosphere errors and The impact of satellite orbital error, during Baselines, the length of base is restricted, it has to consider that new atmosphere errors are estimated Model is widening the length of base.And the increase with base station quantity, the baseline amount of required resolving exponentially increases.Cause This is unfavorable for building and transporting for the distributed structure/architecture of CORS systems on a large scale based on the whole network ambiguity resolution of Baselines method OK, CORS systematic differences on a large scale are limited.
At the same time, with the successful Application of non-poor PPP, a kind of PPP-RTK methods of innovation have obtained widely studied.? In non-combined observational equation, the carrier wave pseudorange biases item degree of being blurred of receiver and satellite is absorbed so that non-differential mode paste loses Integer characteristic.But using fixed double difference fuzziness and correct benchmark fuzziness, the integer of reducible non-poor fuzziness is special Property, and there is numerical equivalence with double-difference equation, but relativity problem need not be faced.Therefore, the fuzziness of the whole network is fixed It is worth further investigation, and the development of CORS systems on a large scale will be greatly facilitated.
Content of the invention
Goal of the invention:For above-mentioned prior art, a kind of network RTK solution of fuzzy degree based on the non-combined model of non-difference is proposed Calculation method, can solve the problem that current network RTK by and the length of base, quantity the are limited problem affected by relativity problem, and will be big Be conducive to greatly the development of CORS systems on a large scale.
Technical scheme:A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference, non-first by non-difference Built-up pattern is estimated to the Dan Zhanfei difference fuzzinesses of the whole network, wherein using satellite clock as unknown parameter, real-time satellite clock correction Product is added as pseudo- observed quantity;Then the non-poor fuzziness of user's adjacent sites, according to customer location, is extracted, in adjacent sites Used as reference station, the integer characteristic for obtaining double difference fuzziness using difference operator reduction, single epoch are had for middle selection one There is the double difference fuzziness result of integer characteristic.
Further, described included based on the network RTK Ambiguity Solution Methods of the non-combined model of non-difference following concrete Step:
Step 1), using the raw observation of each website, the Dan Zhanfei difference fuzzinesses of each website are estimated, and will Satellite clock correction is estimated as unknown parameter, as shown in formula (1.1):
Wherein:S represents satellite, and k represents reference receiver, and j represents each observation frequency, j=1,2;Represent satellite Pseudo range observed quantity between s and site k in frequency j,The phase observations amount in frequency j between satellite s and site k is represented,Represent satellite to the geometric distance of receiver antenna phase center, δ tkRepresent receiver clock-offsets, δ tsRepresent satellite clock correction, Represent tropospheric delay,Represent ionosphere delay;αjIt is frequency ratio,Represent the value of frequency j;The hardware delay of receiver and satellite frequency j in is represented respectively;It is that other can modeled error;The phase place decimal deviation of receiver and satellite frequency j in is represented respectively;λjIt is the carrier wavelength in frequency j, Nj It is the phase ambiguity in frequency j;It is the Pseudo-range Observations and carrier phase observable noise in frequency j;C represents light Speed;
According to formula (1.1), unknown parameter is estimated using Kalman filtering, obtain non-poor float ambiguities, including Following concrete steps:
Step a), arranges unknown parameter vector Xi, as shown in formula (1.2):
Wherein, unknown parameter XiBe divided into time-varying and when constant two parts, time-varying part includes Zenith wet delay ZTDW, k; Receiver is absorbed without ionosphere hardware delayReceiver clock-offsets δ tk',WhereinAbsorb the n dimension ionosphere tilts of receiver and satellite frequency related hardware decay part Postpone WhereinN is the epoch observation satellite number, inhales Receiving satellite is without ionosphere hardware delayN dimension satellite clock correction δ ts', When constant part include that n ties up the initial N1 integer ambiguities of non-differenceThe initial N2 integer ambiguities of non-difference are tieed up with n
Step b), arranges the design matrix B of Kalman filteringiWith observation vector Li, as shown in formula (1.3):
Wherein, the observation vector LiComprising four un-differenced observationsAnd a real-time satellite Clock correction product resultAs false observed value,Represent between satellite s and site k respectively in frequency 1 respectively, on 2 Phase observations amount,Represent between satellite s and site k respectively in frequency 1, the pseudo range observed quantity on 2 respectively;
N represents the epoch observation satellite number, θnRepresent the elevation of satellite of n-th satellite epoch, MFw(θ) it is zenith wet Postpone the mapping function related to elevation of satellite, c represents the light velocity, λ1, λ2The wavelength of frequency 1,2 is represented respectively;
According to unknown parameter vector XiAnd design matrix BiWith observation vector Li, carry out Kalman filtering obtain non- Difference float ambiguities
Step 2), according to customer location and the distance of website, the non-poor fuzziness of at least three user's adjacent sites is extracted, The non-poor fuzziness of each user's adjacent sitesAs shown in formula (1.5):
Wherein,Non- difference basis fuzziness N1 of in adjacent sites 1 to the n-th satellite is respectively corresponded to;Non- difference basis fuzziness N2 of in adjacent sites 1 to the n-th satellite is respectively corresponded to;
Step 3), a website is selected first in each user's adjacent sites as reference station, other neighbor stations Point is used as non-referenced website;Then difference operator C between the station of the reference station and non-referenced website is setkdWith reference satellite with Difference operator C between the star of non-reference satellitesd, according to difference operator CkdAnd CsdThere is integer characteristic between star between reduction station Double difference fuzziness, shown in the reduction step such as formula (1.6):
Wherein, k1, k2 are respectively reference station and non-referenced website, and r is reference satellite, and s is non-reference satellite, For double difference fuzziness between star between station,The non-poor fuzziness of respectively site k 1 and k2,Respectively For double difference basis fuzziness N1, N2;
Step 4), ambiguity search is carried out using LAMBDA algorithms and fixed, specially:First by double difference basis fuzziness N1, N2 are converted to wide lane ambiguityWith N1 fuzzinesses partThe integer width lane being fixed using LAMBDA algorithms again Fuzziness, finally uses wide lane ambiguity as given value, determines N1 fuzziness integer values.
Beneficial effect:A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference proposed by the present invention, melt Enter real-time satellite clock correction product as pseudo- observed quantity, improve the resolving effect of real-time PPP, improve the robustness journey of model Degree.Non- poor fuzziness reduction is obtained double difference integer ambiguity using difference operator, during constant fuzzy when only introducing Degree parameter carries out the whole network adjustment, reduces the impact of the length of base and atmosphere delay to result, improves computational efficiency, be conducive to The development of extensive CORS systems.
Description of the drawings
Fig. 1 is the inventive method flow chart;
Fig. 2 is embodiment reference station net scattergram;
Fig. 3 is embodiment real-time satellite clock correction Product Precision cartogram;
Fig. 4 is the satellite clock correction deviation map of PRN8 satellites and PRN14 satellites;
Fig. 5 is the conditional number variation diagram under different Satellite Product clock precision;
Fig. 6 is the ADOP variation diagrams under different Satellite Product clock precision;
Fig. 7 is the observation residual error without ionospheric combination model, non-combined model, the non-combined model for estimating satellite clock Figure;
Fig. 8 is the conditional number variation diagram of the double difference fuzziness obtained using non-poor mode and using double difference mode;
Fig. 9 is the floating-point deviation of the double difference width lane ambiguity obtained using non-poor mode and using double difference mode;
Figure 10 is the floating-point deviation of the double difference N1 fuzziness obtained using non-poor mode and using double difference mode.
Specific embodiment
Below in conjunction with the accompanying drawings the present invention is further described.
As shown in figure 1, a kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference, first by non-difference Non-combined model is estimated to the Dan Zhanfei difference fuzzinesses of the whole network, wherein using satellite clock as unknown parameter, real-time satellite clock Difference product is added as pseudo- observed quantity;Then the non-poor fuzziness of user's adjacent sites, according to customer location, is extracted, in neighbor stations One is selected in point as reference station, and the integer characteristic for obtaining double difference fuzziness using difference operator reduction, single epoch are obtained There is the double difference fuzziness result of integer characteristic.The inventive method is comprised the following specific steps that:
Step 1), using the raw observation of each website, the Dan Zhanfei difference fuzzinesses of each website are estimated, and will Satellite clock correction is estimated as unknown parameter;Shown in the non-combined observational equation such as formula (1.1) of each website:
Wherein:S represents satellite, and k represents reference receiver, and j represents each observation frequency, j=1,2;Represent satellite Pseudo range observed quantity between s and site k in frequency j,The phase observations amount in frequency j between satellite s and site k is represented,Represent satellite to the geometric distance of receiver antenna phase center, δ tkRepresent receiver clock-offsets, δ tsRepresent satellite clock correction, Represent tropospheric delay,Represent ionosphere delay;αjIt is frequency ratio,Represent the value of frequency j;The hardware delay of receiver and satellite frequency j in is represented respectively;Be other can modeled error, such as Tide correction, Ghandler motion error;The phase place decimal deviation of receiver and satellite frequency j in is represented respectively;λjIt is frequency Carrier wavelength in rate j, NjIt is the phase ambiguity in frequency j;It is the Pseudo-range Observations in frequency j and phase place Observation noise;C represents the light velocity;
According to formula (1.1), unknown parameter is estimated using Kalman filtering, obtain non-poor float ambiguities, including Following concrete steps:
Step a), arranges unknown parameter vector Xj, as shown in formula (1.2):
Wherein, unknown parameter XiBe divided into time-varying and when constant two parts, time-varying part includes Zenith wet delay ZTDW, k; Receiver is absorbed without ionosphere hardware delayReceiver clock-offsets δ tk',WhereinThe n dimension ionosphere tilts for absorbing receiver and satellite frequency related hardware decay part prolong Late WhereinN is the epoch observation satellite number, absorbs Satellite is without ionosphere hardware delayN dimension satellite clock correction δ ts', When constant part include that n ties up the initial N1 integer ambiguities of non-differenceThe initial N2 integer ambiguities of non-difference are tieed up with n
Step b), arranges the design matrix B of Kalman filteringiWith observation vector Li, as shown in formula (1.3):
Wherein, the observation vector LiComprising four un-differenced observationsAnd a real-time satellite Clock correction product resultAs false observed value,Represent between satellite s and site k respectively in frequency 1 respectively, on 2 Phase observations amount,Represent between satellite s and site k respectively in frequency 1, the pseudo range observed quantity on 2 respectively.It may be noted that , as real-time satellite clock correction product is used as false observed value, affected substantially by interpolation precision, Product Precision, by satellite clock correction Estimated as unknown parameter, while the addition of imitation observation equation can reduce the pathosis of equation.Wherein:
N represents the epoch observation satellite number, θnRepresent the elevation of satellite of n-th satellite epoch, MFw(θ) it is zenith wet Postpone the mapping function related to elevation of satellite, c represents the light velocity, λ1, λ2The wavelength of frequency 1,2 is represented respectively;
According to unknown parameter vector XiAnd design matrix BiWith observation vector Li, carry out Kalman filtering obtain non- Difference float ambiguitiesWherein, shown in Kalman filtering form such as formula (1.5):
In formula, ΦI, i-1It is the state-transition matrix of (4n+2) × (4n+2), as shown in formula (1.6):
QiIt is (4n+2) × (4n+2) dynamic noise covariance matrixs, is expressed as follows:
Wherein, The correlation time of respectively corresponding stochastic process,EnUnit matrix for n × n.
In formula 1.7, Zenith wet delay, the dynamic model that receiver, satellite clock correction and ionosphere tilt postpone depend on each From dynamic characteristic.For Zenith wet delay parameter, it is believed that be first-order Markov process:qZWD=1 ~9cm2/ h, Δ t are epoch time intervals.And white noise can simply and effectively describe the stochastic process of receiver, satellite clock correction. For ionosphere tilt delay parameter, it is also possible to be considered the random walk relevant with the zenith angle z ' of ionosphere point of puncture position:Invariant parameter when fuzziness is considered as: Represent Kronecker product.
Step c), from fuzziness covariance conditional number, three indexs of ADOP values and observation residual error, verifies ambiguity resolution Model, comprises the following steps that:
The reaction of fuzziness covariance conditional number is internal relations between fuzziness, and conditional number is less, and its robustness is got over By force, model structure is more stable, and in addition to model coefficient matrix architectural feature itself, different carrier wave pseudorange accuracy ratio and puppet are seen Surveying equation precision can the generation impact of conditional number result.Model normal equation is evaluated, as its fuzziness normal equation is right Claim positive definite matrix, using conditional number as metric, calculate as shown in formula (1.8):
Wherein,It is the covariance matrix of fuzziness float-solution;| | | | represent norm sign;λmaxAnd λminIt is special respectively The maximum of value indicative and minima.
ADOP values are for the mold strength for evaluating the inside for resolving fuzziness success rate, defend for judgement similar to PDOP Impact of the star receiver geometric position to positioning result, ADOP are used for itself accuracy value for evaluating fuzziness filter solution.Which is received respectively The result that item Index Influence is comprehensively obtained, in this method, in addition to being affected by epoch number, satellite number, is also subject to imitation observation equation essence Degree and number of parameters to be estimated affect.Which is calculated as shown in formula (1.9):
Observation residual error direct reaction be model posteriori error, can intuitively embody observation noise pair under distinct methods As a result impact, while the characteristics of need to considering carrier noise in the case of differing heights angle.
Step 2), according to customer location and the distance of website, the non-poor fuzziness of at least three user's adjacent sites is extracted, The non-poor fuzziness of each user's adjacent sitesAnd its covariance matrixAs shown in formula (1.10):
Wherein,Non- difference basis fuzziness N1 of in adjacent sites 1 to the n-th satellite is respectively corresponded to;Non- difference basis fuzziness N2 of in adjacent sites 1 to the n-th satellite is respectively corresponded to;
Step 3), a website is selected first in each user's adjacent sites as reference station, other neighbor stations Point is used as non-referenced website;Then difference operator C between the station of the reference station and non-referenced website is setkdWith reference satellite with Difference operator C between the star of non-reference satellitesd, as shown in formula (1.11):
Between star in difference operator, the sorting position of the position by reference satellite in observation satellite of " -1 " row determines;
According to difference operator CkdAnd CsdThere is between star between reduction station the double difference fuzziness of integer characteristic, the reduction Shown in step such as formula (1.12), (1.13):
Wherein, k1, k2 are respectively reference station and non-referenced website, and r is reference satellite, and s is non-reference satellite; For double difference fuzziness between star between station, corresponding covariance matrix isThe non-differential mode of respectively site k 1 and k2 Paste degree,Respectively double difference basis fuzziness N1, N2;
Step 4), ambiguity search is carried out using LAMBDA algorithms and fixed, comprise the steps:
A), double difference basis fuzziness N1, N2 is converted to wide lane ambiguityWith N1 fuzzinesses partFor Transition observation battle arrayAnd covariance matrixMatrix of a linear transformation ClinearAs shown in formula (1.14):
Wherein,RespectivelyWithCorresponding covariance matrix.
B), the integer width lane ambiguity being fixed using LAMBDA algorithms, uses wide lane ambiguity as given value, really Determine N1 fuzziness integer values, as shown in formula (1.15):
In formula (1.15),Respectively N1 fuzzinesses, the integer value of wide lane ambiguity,ForCorresponding Covariance matrix.
The integer characteristic double difference fuzziness between customer location adjacent sites is obtained, wherein adopts the method for fractional steps to reduce fuzziness Quantity, improve the whole network search efficiency of LAMBDA algorithms.
24 hour RINEX observation files and navigation file of the present embodiment using U.S. CORS, and coupling observation file IGS realtime products.In experiment, the whole network includes that nine reference stations, reference station are distributed net figure as shown in Figure 2.
In order to simulate sparse network RTK, if website on the basis of p332 stations, constitutes average baselining length and is about 150km's Eight baselines, as shown in table 1:
Eight baselines of nine base station compositions in 1 U.S. CORS of table nets
From figure 3, it can be seen that the mean square deviation of most of satellite clock corrections is within 0.25s, but still there is part satellite error Larger, at the same time, from fig. 4, it can be seen that in real time data there is system deviation and loss of data in clock correction, therefore non-in non-difference Need to estimate satellite clock correction in built-up pattern to guarantee the when invariant feature of fuzziness.Fig. 5-7 is given to satellite clock The contrast of the lower conditional number of the different estimation strategy of difference, ADOP values and observation residual error, it can be seen that though satellite clock correction is estimated So need to sacrifice more time to guarantee the reliability of ambiguity resolution, but reduce conditional number and phase residual error, it is ensured that The stability of model and robustness.From figure 8, it is seen that non-difference method reduction double difference fuzziness compares double difference method, to floating Fuzzy degree has more preferable estimation effect.From Fig. 9,10 as can be seen that compare traditional MW methods, the non-combined method of non-difference is to width The fixed success rate of lane ambiguity and N1 fuzzinesses is significantly improved.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should It is considered as protection scope of the present invention.

Claims (2)

1. a kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference, it is characterised in that non-first by non-difference Built-up pattern is estimated to the Dan Zhanfei difference fuzzinesses of the whole network, wherein using satellite clock correction as unknown parameter, real-time satellite clock Difference product is added as pseudo- observed quantity;Then the non-poor fuzziness of user's adjacent sites, according to customer location, is extracted, in neighbor stations One is selected in point as reference station, and the integer characteristic for obtaining double difference fuzziness using difference operator reduction, single epoch are obtained There is the double difference fuzziness result of integer characteristic.
2. network RTK Ambiguity Solution Methods based on the non-combined model of non-difference according to claim 1, its feature exist In comprising the following specific steps that:
Step 1), using the raw observation of each website, the Dan Zhanfei difference fuzzinesses of each website are estimated, and by satellite clock Difference is estimated as unknown parameter, as shown in formula (1.1):
P j , k s = ρ k s + cδt k - cδt s + T k s + α j I k s + d k , P j - d P j s + ϵ k , o t h e r s s + ϵ k , P j s Φ j , k s = ρ k s + cδt k - cδt s + T k s - α j I k s + b k , Φ j - b Φ j s + ϵ k , o t h e r s s + λ j N j + ϵ k , Φ j s - - - ( 1.1 )
Wherein:S represents satellite, and k represents reference receiver, and j represents each observation frequency, j=1,2;Represent satellite s and station Pseudo range observed quantity between point k in frequency j,The phase observations amount in frequency j between satellite s and site k is represented,Represent Geometric distance of the satellite to receiver antenna phase center, δ tkRepresent receiver clock-offsets, δ tsRepresent satellite clock correction,It is right to represent Tropospheric delay,Represent ionosphere delay;αjIt is frequency ratio,fjRepresent the value of frequency j;Respectively Represent the hardware delay of the receiver and satellite in frequency j;It is that other can modeled error;Difference table Show the phase place decimal deviation of the receiver and satellite in frequency j;λjIt is the carrier wavelength in frequency j, NjIt is the phase place in frequency j Fuzziness;It is the Pseudo-range Observations and carrier phase observable noise in frequency j;C represents the light velocity;
According to formula (1.1), unknown parameter is estimated using Kalman filtering, obtain non-poor float ambiguities, including as follows Concrete steps:
Step a), arranges unknown parameter vector Xi, as shown in formula (1.2):
X i = ZTD w , k δt k ′ I k s ′ δt s ′ N 1 s N 2 s T , ( s = 1 ... n ) - - - ( 1.2 )
Wherein, unknown parameter XiBe divided into time-varying and when constant two parts, time-varying part includes Zenith wet delay ZTDw,k;Absorb receiver Without ionosphere hardware delayReceiver clock-offsets δ tk',Wherein The n dimension ionosphere tilts for absorbing receiver and satellite frequency related hardware decay part postpone WhereinN is the epoch observation satellite number, absorbs satellite without ionosphere hardware delay N dimension satellite clock correction δ ts',When constant part include n tie up The initial N1 integer ambiguities of non-differenceThe initial N2 integer ambiguities of non-difference are tieed up with n
Step b), arranges the design matrix B of Kalman filteringiWith observation vector Li, as shown in formula (1.3):
L i = Φ 1 , k s P 1 , k s Φ 2 , k s P 2 , k s δt I G S s , B i = B MF w B δt k ′ B I - B δt s ′ 0 0 B MF w B δt k ′ f 1 2 f 2 2 B I - B δt s ′ 0 0 B MF w B δt k ′ - B I - B δt s ′ B N 1 0 B MF w B δt k ′ - f 1 2 f 2 2 B I - B δt s ′ 0 B N 2 0 0 0 B δt s ′ 0 0 - - - ( 1.3 )
Wherein, the observation vector LiComprising four un-differenced observationsAnd a real-time satellite clock correction is produced Product resultAs false observed value,Represent that the phase place on 2 is seen respectively in frequency 1 between satellite s and site k respectively Measurement,Represent between satellite s and site k respectively in frequency 1, the pseudo range observed quantity on 2 respectively;
N represents the epoch observation satellite number, θnRepresent the elevation of satellite of n-th satellite epoch, MFw(θ) it is Zenith wet delay The mapping function related to elevation of satellite, c represent the light velocity, λ12The wavelength of frequency 1,2 is represented respectively;
According to unknown parameter vector XiAnd design matrix BiWith observation vector Li, carry out Kalman filtering and obtain the non-difference of n dimensions Initial N1, N2 integer ambiguity
Step 2), according to customer location and the distance of website, the non-poor fuzziness of at least three user's adjacent sites is extracted, each use The non-poor fuzziness of family adjacent sitesAs shown in formula (1.5):
X k s 2 n × 1 = N 1 , k 1 ... N 1 , k n N 2 , k 1 ... N 2 , k n T - - - ( 1.5 )
Wherein,Non- difference basis fuzziness N1 of in adjacent sites 1 to the n-th satellite is respectively corresponded to;Non- difference basis fuzziness N2 of in adjacent sites 1 to the n-th satellite is respectively corresponded to;
Step 3), first in each user's adjacent sites, select a website as reference station, other adjacent sites are made For non-referenced website;Then difference operator C between the station of the reference station and non-referenced website is setkdWith reference satellite and non-ginseng Examine difference operator C between the star of satellitesd, according to difference operator CkdAnd CsdThere is between star between reduction station the double difference of integer characteristic Fuzziness, shown in the reduction step such as formula (1.6):
X k 1 , k 2 s , r 2 ( n - 1 ) × 1 = C s d · C k d · X k 1 s X k 2 s = N 1 , k 1 , k 2 s , r N 2 , k 1 , k 2 s , r T - - - ( 1.6 )
Wherein, k1, k2 are respectively reference station and non-referenced website, and r is reference satellite, and s is non-reference satellite,For between station Double difference fuzziness between star,The non-poor fuzziness of respectively site k 1 and k2,Respectively double difference base Plinth fuzziness N1, N2;
Step 4), ambiguity search is carried out using LAMBDA algorithms and fixed, specially:First by the double difference basis fuzziness N1, N2 is converted to wide lane ambiguityWith N1 fuzzinesses partThe integer width lane ambiguity being fixed using LAMBDA algorithms again Degree, finally uses wide lane ambiguity as given value, determines N1 fuzziness integer values.
CN201410837313.2A 2014-12-29 2014-12-29 A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference Active CN104502935B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410837313.2A CN104502935B (en) 2014-12-29 2014-12-29 A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410837313.2A CN104502935B (en) 2014-12-29 2014-12-29 A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference

Publications (2)

Publication Number Publication Date
CN104502935A CN104502935A (en) 2015-04-08
CN104502935B true CN104502935B (en) 2017-03-15

Family

ID=52944346

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410837313.2A Active CN104502935B (en) 2014-12-29 2014-12-29 A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference

Country Status (1)

Country Link
CN (1) CN104502935B (en)

Families Citing this family (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105158782B (en) * 2015-05-29 2017-07-28 东南大学 A kind of wide lane ambiguity calculation method of BDS and GPS observation informations fusion
CN104898145B (en) * 2015-06-25 2017-05-31 和芯星通科技(北京)有限公司 A kind of fuzziness fixing means and system based on half cycle fuzziness
CN105301618A (en) * 2015-10-22 2016-02-03 北京理工大学 Method of fixing integer ambiguity when carrier phase generates half cycle slip
CN105549055A (en) * 2015-11-24 2016-05-04 航天恒星科技有限公司 Virtual observation data generation method and device
CN106814376B (en) * 2015-12-02 2022-03-04 成都联星技术股份有限公司 Rapid and accurate centimeter-level single-point positioning method
CN105738934B (en) * 2016-02-06 2017-11-28 武汉大学 The quick fixing means of URTK fuzzinesses of additional atmospheric information dynamic constrained
CN105891864B (en) * 2016-04-29 2018-03-30 辽宁工程技术大学 A kind of BDS is with mixing double difference fuzziness fixing means between GPS system
CN106249256B (en) * 2016-07-08 2018-08-14 辽宁工程技术大学 Real-time GLONASS phase deviation estimation methods based on particle swarm optimization algorithm
CN106814380B (en) * 2017-01-19 2019-07-05 湖南北云科技有限公司 A kind of cellular network cooperation RTK localization method and system
CN107561568A (en) * 2017-08-22 2018-01-09 中国科学院国家授时中心 The non-combined PPP RTK localization methods of the non-difference of the Big Dipper based on unified model
CN108226976B (en) * 2017-11-17 2021-10-19 北京自动化控制设备研究所 Self-adaptive fading Kalman filtering algorithm for RTK
CN108196287B (en) * 2018-02-02 2019-11-12 东南大学 A kind of tight integration RTK localization method without considering reference satellite transformation
CN108535749B (en) * 2018-03-19 2022-05-31 千寻位置网络有限公司 Positioning enhancement method and system based on CORS and positioning system
CN108254774A (en) * 2018-03-29 2018-07-06 千寻位置网络有限公司 Single base station long range real-time location method based on GNSS multi-frequency signal
CN108562917B (en) * 2018-04-09 2021-09-28 东南大学 Constraint filtering resolving method and device for additional orthogonal function fitting condition
CN108415049B (en) * 2018-04-19 2022-05-06 千寻位置网络有限公司 Method for improving network RTK double-difference wide lane ambiguity fixing accuracy
CN108508470A (en) * 2018-05-16 2018-09-07 武汉大学 Towards the instantaneous decimeter grade navigation locating method that the whole world is seamless
CN110398762A (en) * 2019-07-15 2019-11-01 广州中海达卫星导航技术股份有限公司 Fuzziness fixing means, device, equipment and medium in real-time clock bias estimation
CN111796309B (en) * 2020-06-24 2023-04-18 中国科学院精密测量科学与技术创新研究院 Method for synchronously determining atmospheric water vapor and total electron content by navigation satellite single-frequency data
CN114355420B (en) * 2021-12-15 2023-05-09 中国科学院国家授时中心 PPP product positioning method and device for distributed Beidou position service center
CN114545470B (en) * 2022-02-15 2024-04-05 国汽大有时空科技(安庆)有限公司 Cross-network continuous network RTK positioning service method
CN115225245B (en) * 2022-09-20 2022-12-09 中国科学院国家授时中心 Non-differential non-combined PPP-RTK long baseline real-time transfer method

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003002977A1 (en) * 2001-06-29 2003-01-09 Protea Biosciences, Inc. Specimen-linked g protein coupled receptor database
US20090093959A1 (en) * 2007-10-04 2009-04-09 Trimble Navigation Limited Real-time high accuracy position and orientation system
CN101295014B (en) * 2008-05-19 2011-01-05 中国测绘科学研究院 Distant-range high-precision real-time/fast positioning method and system based on GNSS
CN101770033B (en) * 2010-02-08 2013-04-03 东南大学 Fixing method of ambiguity network between CORS and system station

Also Published As

Publication number Publication date
CN104502935A (en) 2015-04-08

Similar Documents

Publication Publication Date Title
CN104502935B (en) A kind of network RTK Ambiguity Solution Methods based on the non-combined model of non-difference
CN101680944B (en) Method and device for carrier-phase integer ambiguity resolution in global navigation satellite system
CN101825717B (en) Carrier smoothing code pseudorange technology-based dynamic attitude positioning method
CN105158782B (en) A kind of wide lane ambiguity calculation method of BDS and GPS observation informations fusion
CN101770033B (en) Fixing method of ambiguity network between CORS and system station
US8659474B2 (en) Navigation system and method for resolving integer ambiguities using double difference ambiguity constraints
CN110531392A (en) A kind of high-precision locating method and system based on PPP algorithm
CN103760572B (en) A kind of single-frequency PPP ionosphere based on region CORS method of weighting
EP1336864B1 (en) Method and system for GPS position determination from calculated time
CN104614741B (en) Real-time precise satellite clock error estimation method not impacted by deviation of code frequency of GLONASS
CN105629263A (en) Troposphere atmosphere delay error correction method and correction system
CN104714244A (en) Multi-system dynamic PPP resolving method based on robust self-adaption Kalman smoothing
CN108196284B (en) GNSS network data processing method for fixing single-difference ambiguity between satellites
CN101334458B (en) Satellite navigation positioning carrier phase cycle slip rehabilitation method
CN108072887A (en) Single base station marine real-time dynamic positioning method at a distance
CN105158783A (en) Real-time dynamic differential positioning method and device thereof
CN101846747B (en) Optimal coding of GPS measurements for precise relative positioning
CN104898145B (en) A kind of fuzziness fixing means and system based on half cycle fuzziness
CN103728643A (en) Beidou tri-band network RTK ambiguity single epoch fixing method accompanied by wide-lane constraint
CN104597465A (en) Method for improving convergence speed of combined precise point positioning of GPS (Global Position System) and GLONASS
CN103197335A (en) Method using improved regularization method to restrain difference global positioning system (DGPS) integer ambiguity ill-condition
CN107561562A (en) Specular reflection point fast determination method in a kind of GNSS R remote sensing
CN103033822B (en) Mobile information confirmation device and mobile information confirmation method and receiving set
CN105158778A (en) Multisystem-combined-implementation-based carrier phase differential fault satellite rejecting method and system thereof
CN109212563A (en) Tri- frequency cycle-slip detection and repair method of Beidou/GPS

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