CN109655811A - The extra large airborne LiDAR systematic error calibration model modelling approach of the dual-purpose double frequency in land - Google Patents

The extra large airborne LiDAR systematic error calibration model modelling approach of the dual-purpose double frequency in land Download PDF

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Publication number
CN109655811A
CN109655811A CN201811329065.5A CN201811329065A CN109655811A CN 109655811 A CN109655811 A CN 109655811A CN 201811329065 A CN201811329065 A CN 201811329065A CN 109655811 A CN109655811 A CN 109655811A
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model
error
parameter
calibration
airborne lidar
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Inventor
刘润东
范城城
吕华权
刘清
赵学松
黄友菊
蒋齐跃
陶衡
王国忠
谢启德
施宇军
李雅然
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Guangxi Zhuang Autonomous Region Remote Sensing Information Surveying And Mapping Institute
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Guangxi Zhuang Autonomous Region Remote Sensing Information Surveying And Mapping Institute
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    • 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
    • G01S7/00Details of systems according to groups G01S13/00, G01S15/00, G01S17/00
    • G01S7/48Details of systems according to groups G01S13/00, G01S15/00, G01S17/00 of systems according to group G01S17/00
    • G01S7/497Means for monitoring or calibrating

Abstract

A kind of airborne LiDAR systematic error calibration model modelling approach of public extra large dual-purpose double frequency in land of the invention, including step 1, to airborne LiDAR, geometry location model simplification is land-based area three parameter model to control point data laid in land-based area calibration field according to acquisition etc. over the ground, step 2, laser waters propagation delay error model, step 3 are established, the parameter and model obtained according to step 1 and step 2, five parameter calibration models, i.e. the calibration model of the airborne LiDAR systematic error of sea area double frequency are constructed, parameter is resolved;Step 4, according to step 1, the parameter and model obtained in step 2 and step 3 finally constructs amphibious double frequency airborne LiDAR point cloud calibration model.The present invention establishes the calibration model for being suitable for the airborne LiDAR system point cloud of the dual-purpose double frequency in extra large land of land-based area and sea area, has filled up the blank problem of the airborne LiDAR systematic error calibration model of sea area double frequency, the processing capacity of related subsequent data has been driven to study very much.

Description

The extra large airborne LiDAR systematic error calibration model modelling approach of the dual-purpose double frequency in land
Technical field
The invention belongs to active microwave remote sensing technique fields, and it is airborne to especially relate to a kind of dual-purpose double frequency in extra large land LiDAR systematic error calibration model modelling approach.
Background technique
By the fast development of more than ten years, airborne LiDAR system is quite mature in terms of hardware and the system integration, so And the post-processing of its data and application study are then opposite develops slowly, wherein restrict the critical issue of its development first is that airborne The elimination of LiDAR systematic error.System calibration is to eliminate the main method of systematic error, lacks a kind of calibration side of standard at present Method, and the airborne LiDAR system calibration field built in the industry so far is land-based area calibration field, is not established suitable for sea area calibration The systematic error calibration model of field.The present invention is passed through by carrying out correlation analysis to each systematic error using land-based area calibration field Models computed disposes angle error, further establishes delay error model by analysis sea area calibration field hydrological environment information and is applied to Sea area calibration field resolves placement vector error, range error and scanning angle error, and finally establishes and be suitable for land-based area and sea area The calibration model of the extra large dual-purpose airborne LiDAR systematic error in land.
Summary of the invention
The present invention is directed to the blank problem of the airborne LiDAR systematic error calibration model of domestic sea area double frequency, provides one kind The modeling method of the airborne LiDAR systematic error calibration model of the dual-purpose double frequency in extra large land suitable for land-based area and sea area.
The modeling process of the airborne LiDAR systematic error calibration model of the sea dual-purpose ranging in land provided by the invention includes following step It is rapid: step 1, according to the control point data of acquisition laid in land-based area calibration field, the x measured by GPSGPS,yGPS,zGPS, attitude angle H, P, R, placement vector Δ X, Δ Y, Δ Z, distance measurement value ρ and scan angle β, to airborne LiDAR, geometry location model simplification is over the ground Land-based area three parameter model is used for inverse angle of setting, i.e., is navigated by the airborne LiDAR of double frequency in land-based area calibration field and fly data, in combination Face metric data calculates angle of setting;Step 2, the hydrological data of the sea area calibration field of acquisition is analyzed, is examined in conjunction with sea area The airborne LiDAR in drill ground, which navigates, flies data, establishes laser waters propagation delay mistake based on successive Regression and grey systems GM (1, n) combination Delay error is introduced the airborne LiDAR systematic error calibration model in sea area of next step by differential mode type;Step 3, according to step 1 and The parameter and model that step 2 obtains, to airborne LiDAR, geometry location model is optimized over the ground, is navigated by airborne LiDAR and is flown number Five parameter calibration models of building, i.e. the calibration model of the airborne LiDAR systematic error of sea area double frequency are made the difference according to middle same place, resolve ginseng Number;Step 4, according to step 1, it is airborne finally to construct amphibious double frequency for the parameter and model obtained in step 2 and step 3 LiDAR point cloud calibration model.
Preferably, in the step 1, xGPS,yGPS,zGPSIt is measured by GPS, attitude angle H, P, R are mentioned by inertial navigation system For disposing vector Δ X, Δ Y, Δ Z can be measured in platform calibration by total station, and distance measurement value ρ and scan angle β are swept by laser ranging Instrument offer is retouched, by unknown angle of settingAs system parameter, by airborne LiDAR geometry location model simplification over the ground For three parameter model, error equation is established, resolves angle of setting using least square method,
Preferably, in the step 2, sea area calibration field hydrological data chooses water temperature, the depth of water, salinity, and water colour is transparent Degree, hydraulic parameters introduce using successive Regression and examine hydrologic parameter conspicuousness, select strongest with delay error correlation Parameter;Simultaneously using the correlation intensity analysis between grey systems GM (1, n) Lai Jinhang variable, finally by Gradual regression analysis model and The weighted array of grey systems GM (1, n) two kinds of models, establishes laser waters propagation delay error model, then establishes ranging mistake Differential mode type.
Preferably, being linear scan in the scanning mode of satisfaction (a) laser range scanners in the step 3;(b) The angle of setting of airborne LiDAR system, which is smaller than under conditions of 0.5 °, then simplifies positioning equation, since angle of setting is given value, prolongs Delay difference also as given value, then system, which is regarded as, contains only placement vector error, range error and angle error, then laser footpoint Coordinate XBiWith true value XTBetween relationship become:
It is further made the difference by same place and establishes following error equation
Unknown calibration parameter is solved using the principle of least square
Three placement vector δ Δ X, δ Δ Y, δ Δ Z, range error δ Δ ρ and angle error δ Δ can be resolved by above formula β。
The present invention disposes angle error by Models computed using land-based area calibration field, further passes through analysis sea area calibration field water Literary environmental information establishes delay error model and resolves placement vector error, range error and scan angle mistake applied to sea area calibration field Difference, and the calibration model for being suitable for the airborne LiDAR system point cloud of the dual-purpose double frequency in extra large land of land-based area and sea area is finally established, it fills up The blank problem of the airborne LiDAR systematic error calibration model of sea area double frequency, has driven the processing capacity of related subsequent data to grind very much Study carefully.
Detailed description of the invention
Fig. 1 is the flow chart that the present invention is implemented.
Specific embodiment
Below in conjunction with drawings and examples the present invention will be described in detail technical solution.
The dual-purpose airborne LiDAR systematic error calibration model modeling flow chart in sea land shown in Figure 1, below for embodiment Each step in modeling procedure, is described in further detail the method for the present invention.
Step 1, geometry location model is three parameter model, error equation to airborne LiDAR over the ground under WGS-84 coordinate system It is as follows:
In formula,
RH,P,RFor attitude angle spin matrix;For angle of setting spin matrix, as Boresight matrix;RβFor scanning Angle spin matrix.x84,y84,z84For the control point coordinates that land-based area calibration field is laid, obtained by GPS, xGPS,yGPS,zGPSIt is surveyed by GPS It takes, attitude angle H, P, R are provided by inertial navigation system (INS), dispose vector Δ X, Δ Y, Δ Z can be in platform calibrations by whole station Instrument measures, and distance measurement value ρ and scan angle β are provided by laser range scanners, these are all observations;Only angle of settingIt is unknown-value, therefore, can be solved as system parameter.
If the coordinate by the WGS-84 at the control point obtained GPS is (xg,yg,zg)T, here it is considered that being true value.For letter Change and calculate, the coordinate of laser footpoint will be calculated since laser scanning reference frame, then observation equation are as follows:
The value of other parameters is observation.Observation is moved on the right side of equal sign, (f is denoted asx,fy,fz)T, then
To (fx,fy,fz)TIt demands perfection after differential, error equation can be obtained by further arranging are as follows:
It is abbreviated asIn formula,
According to the principle of least square: VTV=min can form normal equation
Normal equation is solved, three placement angular dimensions can be obtained
Step 2, calibration field hydrological data in sea area chooses water temperature, the depth of water, salinity, water colour, transparency, these hydrology such as hydraulic pressure Parameter and delay error construct laser waters propagation delay error model.It is introduced one by one using Gradual regression analysis model and examines the hydrology Parameter conspicuousness rejects not significant parameter, selects " optimal " parameter, optimized parameter is exactly and the strongest ginseng of delay error correlation Number, while the correlation intensity analysis between application grey systems GM (1, n) Lai Jinhang parameter.Finally by the set of weights of two kinds of models It closes, establishes laser waters propagation delay error model;Gradual regression analysis model and grey systems GM (1, n) are not described herein, are added Power combination establishment process model is as follows:
Equipped with m single function models, then there is built-up pattern: Yq=f (y1,y2,···,yk), k≤q, q are m The number of combinations of model.If the weight vectors of function model in built-up pattern are as follows: P=[p1,p2,···,pk]。
The then form of built-up pattern are as follows: Yq=f (y1,y2,···,yn)=p1y1+p2y2+···+pkyk
The optimal weights vector solution of built-up pattern is to solve Mathematical Planning to error sum of squares according to the principle of least square. Its objective function and constraint condition are as follows:Enable R=[1,1,1]T,
Then have:
Wherein v is single function model regression criterion, and V is the regression criterion matrix that each function is constituted.To the formula glug Bright day multiplier solution can obtain optimal weights vector are as follows:
P=V-1R/RTV-1R
Above formula, which is substituted into built-up pattern, can obtain optimum weighted composition model, i.e. acquisition water route propagation delay error model. Range error in the winged data of airborne laser LiDAR boat is mainly as caused by rangefinder error, Atmospheric Refraction Error, ground object target Error and water route propagation delay error.Then range error model can be established are as follows:
Δ ρ=α+λ+γ+υ
In formula,
Δ ρ is range error;α is rangefinder error;λ is Atmospheric Refraction Error;γ is error caused by ground object target;υ For water route propagation delay error.
It step 3, is linear scan in the scanning mode of satisfaction (a) laser range scanners;(b) airborne LiDAR system Angle of setting be all under conditions of small angle (less than 0.5 °) then, positioning equation formula can be simplified as:
In formula,
X refers to abscissa of the laser footpoint in laser scanning reference frame, is equal to point cloud and throws to track line on ground The lateral distance of shadow;
Z refers to ordinate of the laser footpoint in laser scanning reference frame, and size is equal to the elevation of t moment laser footpoint ZtSubtract the elevation Z of the POS point of t moment interpolationot;The scale factor of S expression scanning mirror scanning angle.
Due to having resolved angle of setting in land-based area calibration field, as given value.Then can with five parameter calibration models come Three winged placement vector δ Δ x of LiDAR boat airborne to sea areaA,δΔyA,δΔzA, range error δ Δ ρ and angle error δ Δ β carries out calibration.The control point coordinates that wherein sea area calibration field is laid can be used as true value, obtain initial sit by multibeam sounding system Then mark controls net with land-based area and carries out simultaneous adjustment acquisition high-precision coordinate value, and attitude angle H, P, R are provided by INS.
Placement vector error, range error and angle error are contained only in system, without under other error conditions.Then laser Pin point coordinate XBiWith true value XTBetween relationship become:
After seeking local derviation to calibration parameter respectively, brings formula (1) into and arranges:
Have for the overlapping region points of common connection of adjacent (or vertical) air strips A and B:
Formula (2) can simplify are as follows:
Can then error equation be established:
Unknown calibration parameter is solved also with the principle of least square
Three placement vector δ Δ x can then be resolvedA,δΔyA,δΔzA, range error δ Δ ρ and angle error δ Δ β.
Step 4, in conjunction with three parameter model and five-parameter model, the airborne LiDAR system point cloud school of the extra large dual-purpose ranging in land is constructed Positive model.
In formula, [X, Y, Z]T correctedFor the point coordinate after correction;[X,Y,Z]T biasedFor uncorrected coordinate;Yaw is Course angle;X, y, z are laser footpoint coordinate;S is the scale factor for scanning scarnning mirror angle;β is instant scanning angle.
Specific example described herein only illustrates that spirit of the invention.The technical field of the invention Technical staff various modifications or additions can be done to described specific example or be substituted in a similar manner, but Without departing from the spirit of the invention or going beyond the scope defined by the appended claims.

Claims (4)

1. a kind of airborne LiDAR systematic error calibration model modelling approach of sea dual-purpose double frequency in land, it is characterised in that including following step It is rapid:
Step 1, according to the control point data of acquisition laid in land-based area calibration field, the x measured by GPSGPS,yGPS,zGPS, posture Angle H, P, R, placement vector Δ X, Δ Y, Δ Z, distance measurement value ρ and scan angle β, to airborne LiDAR geometry location model simplification over the ground For land-based area three parameter model, it is used for inverse angle of setting, i.e., is navigated by the airborne LiDAR of double frequency in land-based area calibration field and flies data, in conjunction with Ground metric data calculates angle of setting;
Step 2, the hydrological data of the sea area calibration field of acquisition is analyzed, flies number in conjunction with the airborne LiDAR boat of sea area calibration field According to, based on successive Regression and grey systems GM (1, n) combination establish laser waters propagation delay error model, delay error is drawn Enter the airborne LiDAR systematic error calibration model in sea area of next step;
Step 3, according to the parameter and model of step 1 and step 2 acquisition, to airborne LiDAR, the progress of geometry location model is excellent over the ground Change, same place in data is flown by airborne LiDAR boat and makes the difference five parameter calibration models of building, the i.e. airborne LiDAR system of sea area double frequency The calibration model for error of uniting resolves parameter;
Step 4, according to step 1, it is airborne finally to construct amphibious double frequency for the parameter and model obtained in step 2 and step 3 LiDAR point cloud calibration model.
2. modeling method according to claim 1, it is characterised in that: in the step 1, xGPS,yGPS,zGPSIt is surveyed by GPS It takes, attitude angle H, P, R are provided by inertial navigation system, dispose vector Δ X, Δ Y, Δ Z can be surveyed in platform calibration by total station , distance measurement value ρ and scan angle β are provided by laser range scanners, by unknown angle of setting Δ κ, Δ ω,Join as system Number, by airborne LiDAR, geometry location model simplification is three parameter model over the ground, error equation is established, using least square solution Angle of setting is calculated,
3. modeling method according to claim 1, it is characterised in that: in the step 2, the choosing of sea area calibration field hydrological data Water intaking temperature, the depth of water, salinity, water colour, transparency, hydraulic parameters introduce using successive Regression and examine hydrologic parameter conspicuousness, Selection and the strongest parameter of delay error correlation;Simultaneously using the correlation intensity between grey systems GM (1, n) Lai Jinhang variable Analysis establishes the propagation of laser waters finally by the weighted array of Gradual regression analysis model and grey systems GM (1, n) two kinds of models Then delay error model establishes range error model.
4. modeling method according to claim 1, it is characterised in that: in the step 3, swept in satisfaction (a) laser ranging The scanning mode for retouching instrument is linear scan;(b) angle of setting of airborne LiDAR system is smaller than under conditions of 0.5 ° then to simplify and determine Azimuth equation, since angle of setting is given value, delay error is also used as given value, then system regard as contain only placement vector error, Range error and angle error, then laser footpoint coordinate XBiWith true value XTBetween relationship become:
It is further made the difference by same place and establishes following error equation
Unknown calibration parameter is solved using the principle of least square
Three placement vector δ Δ X, δ Δ Y, δ Δ Z, range error δ Δ ρ and angle error δ Δ β can be resolved by above formula.
CN201811329065.5A 2018-11-09 2018-11-09 The extra large airborne LiDAR systematic error calibration model modelling approach of the dual-purpose double frequency in land Pending CN109655811A (en)

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Application publication date: 20190419