CN116466361A

CN116466361A - Airport clearance measuring device based on unmanned aerial vehicle platform and using method

Info

Publication number: CN116466361A
Application number: CN202310438055.XA
Authority: CN
Inventors: 勾志阳; 丁立顺; 张贵卿; 田磊
Original assignee: Prodetec Tianjin Intelligent Equipment Technology Co ltd
Current assignee: Prodetec Tianjin Intelligent Equipment Technology Co ltd
Priority date: 2023-04-23
Filing date: 2023-04-23
Publication date: 2023-07-21

Abstract

The invention discloses an airport clearance measuring device based on an unmanned plane platform and a using method thereof, belonging to the technical field of airport clearance measurement, and comprising a sensor integrated system, a data link module, a sensor control and management system, a ground data processing system and a flight carrier; the sensor integrated system is arranged on the flight carrier through a mounting system, the data link module is respectively connected with the sensor integrated system and the sensor control and management system, and the ground data processing system is connected with the sensor control and management system; the data link module comprises an airborne unmanned aerial vehicle data link system and a ground wireless communication link system; the airport clearance measuring device based on the unmanned plane platform adopts an overall planning mode, takes modularization and system type as principles, adopts modularized design for each device, and is convenient to operate, maintain, configure spare parts and upgrade and update.

Description

Airport clearance measuring device based on unmanned aerial vehicle platform and using method

Technical Field

The invention belongs to the technical field of airport clearance measurement, and particularly relates to an airport clearance measurement device based on an unmanned plane platform.

Background

The airborne laser radar system is combined with the GNSS, the inertial navigation system and the photosensitive camera, so that accurate space three-dimensional data acquisition can be performed. Over 20 years, manufacturers at home and abroad make various efforts and innovations in terms of laser radar hardware systems, and according to the parameter indexes of the laser radar systems taking stars/locomotives/carts/grounds as carrying platforms, which are typical at present, the laser radar systems are acquiring conversion from low precision (in centimeter level) to high precision (in millimeter level), acquiring from geometry and intensity, and acquiring cooperatively with geometry and multi/hyperspectral, and compared with the overseas, the domestic laser scanning hardware starts late and has a larger gap.

With the development of unmanned aerial vehicle technology and hardware such as photosensitive cameras and the like and the continuous expansion of markets, portable/knapsack/unmanned aerial vehicle is the light small-sized three-dimensional laser scanning equipment of platform and is developing vigorously.

The airport clearance measuring device based on the unmanned plane platform of the traditional equipment has a plurality of technical problems, and a series of problems such as a huge host system, a multi-structure accessory system, a complex operation mode and the like have great requirements on a carrier platform, personnel professionals and the like, so that the airport clearance measuring device based on the unmanned plane platform cannot be used in various related industries on a large scale, can overcome the technical problems, and has obvious advantages compared with the traditional equipment.

Disclosure of Invention

The technical problem to be solved by the invention is to provide an airport clearance measuring device based on an unmanned plane platform, which can solve the technical problems.

The technical scheme adopted by the invention for solving the technical problems is as follows: an airport clearance measuring device based on an unmanned plane platform comprises a sensor integrated system, a data link module, a sensor control and management system, a ground data processing system and a flight carrier; the sensor integrated system is arranged on the flight carrier through a mounting system, the data link module is respectively connected with the sensor integrated system and the sensor control and management system, and the ground data processing system is connected with the sensor control and management system; the data link module comprises an airborne unmanned aerial vehicle data link system and a ground wireless communication link system.

The technical scheme adopted by the invention for solving the technical problems is as follows:

an application method of an airport clearance measuring device based on an unmanned plane platform comprises the following steps,

s1, preparing a aerial survey task; s2, data acquisition; s3, withdrawing equipment; s4, data preprocessing; s5, initial achievement data.

Compared with the prior art, the invention has the beneficial effects that:

According to the airport clearance measuring device based on the unmanned plane platform, a general planning mode is adopted, modularization and unified design are adopted for all equipment, operation, maintenance, spare part configuration and upgrading are convenient, and all equipment adopts a main flow, high reliability and convenient operation of the same-series circular connectors for external interfaces;

the sensor integrated system has good expansibility, the ground data processing system can expand the storage space, the module expansion slot is formed, the server can expand the display module, and meanwhile, the function expansion can be carried out through the software and hardware upgrading;

the sensor integrated system adopts a battery-powered mode of a flight carrier, and the working power of the airborne laser radar equipment, the visible light camera and the POS system adopts lower equipment so as to reduce the consumption of the unmanned aerial vehicle battery;

the invention adopts integration: the laser, the GPS, the I MU and the central processing unit are combined into a whole through an integrated structural design, namely, the scanning unit, the POS, the control storage unit and the like are formed, and the high-strength structure is sufficient to ensure that the relative position and posture relation between the sensor and the navigation equipment is stable and unchanged;

ultra-portability: the ultra-portable integrated structural design greatly reduces the volume of the LiDAR system, greatly lightens the weight and ensures that the whole weight is not more than 7.5kg;

Multi-platform switching: the ultra-light product has the advantages that the ultra-light product can be easily switched to a carrying platform of an unmanned plane, a motor vehicle, a non-motor vehicle, a backpack, a ship and the like, and the high-integration design ensures that the system calibration is not required to be carried out when the carrying platform is switched, so that an all-around data acquisition mode of the sea, the land and the air is covered;

and (3) performing specialized operation: the multi-platform carrying mode of the product is specialized, the ground surface information can be quickly acquired, the required control point data is less, the limitation of the terrain is small, and the like, so that the application development of the laser radar technology in various industries is further promoted, the outdoor space data is all-over, the all-around scanning is realized, and no dead angle exists; refining equipment: when the data expression focusing on details is used for equipment operation, the data structure of tiny objects such as lightning rods, power lines and the like can be obtained, and the height identification of the objects is realized.

Drawings

FIG. 1 is a system overall functional module of an unmanned platform-based airport clearance measuring device;

FIG. 2 is a schematic diagram of a data link module;

FIG. 3 is a schematic diagram of an airborne lidar system;

FIG. 4 is a schematic diagram of a ranging unit;

FIG. 5 is a schematic diagram of an NS/GPS integrated inertial navigation system;

FIG. 6 is a schematic diagram of the operation of the airborne lidar system;

FIG. 7 is a schematic diagram of the principle of ground positioning of an airborne lidar system;

FIG. 8 is a schematic diagram of a swing scan mirror approach;

FIG. 9 is a schematic diagram of the laser foot point distribution of the oscillating scanning mirror mode;

FIG. 10 rotating polygon mirror scan;

FIG. 11 is a schematic diagram of the distribution of the laser foot points for the rotating polygon mirror scan

FIG. 12 is a schematic diagram of a fiber scan pattern;

FIG. 13 is a schematic diagram of a fiber scan mode laser foot point;

FIG. 14 is a schematic diagram of a combined inertial navigation device;

FIG. 15 is a schematic diagram of an airborne lidar system detection;

FIG. 16 is a schematic view of a laser radar scanning point cloud arrangement pattern;

FIG. 17 is a schematic diagram of the divergence angle of the laser beam and the spot size;

FIG. 18 is a schematic diagram of the principle of triangle computation;

FIG. 19 is a flight scan schematic;

FIG. 20 is a schematic view of undetectable regions of a shaft when placed in a scan plane;

FIG. 21 is an overall schematic of the mounting system;

FIG. 22 is a bottom view of the mounting system;

FIG. 23 is a ground data processing system;

FIG. 24 is a data processing and airport clearance three-dimensional visual analysis system information flow;

FIG. 25 data processing interfaces with airport headroom three-dimensional visualization system external;

FIG. 26 data processing interfaces with an airport headroom three-dimensional visualization system;

FIG. 27 automated and flowered laser point cloud data and image data to produce DOM, DSM, DEM achievements, ground feature contours, and solid model roadmaps;

FIG. 28 DEM/DSM/data processing workflow;

FIG. 29DOM production workflow diagram;

FIG. 30 is a view of a laser point cloud and image data processing subsystem tool set;

FIG. 31 is a schematic view of the transition surface and the missed approach obstacle surface;

FIG. 32 is a schematic diagram of airport headroom model technique concepts;

FIG. 33 is a flowchart of an obstacle detour evaluation routine;

FIG. 34 is a diagram of headroom evaluation results;

FIG. 35 is a schematic view of the calculation of the approach plane;

FIG. 36 is a schematic illustration of the calculation of the transition plane and the inner water plane;

FIG. 37 is a schematic view of a calculation of the conical surface;

fig. 38 is a schematic view of the overall structure of the unmanned aerial vehicle platform.

Detailed Description

Referring to fig. 1, an airport clearance measuring device based on an unmanned plane platform comprises a sensor integration system, a data link module, a sensor control and management system, a ground data processing system and a flight carrier; the sensor integrated system is arranged on the flight carrier through a mounting system, the data link module is respectively connected with the sensor integrated system and the sensor control and management system and is used for transmitting communication information and sharing information, and the ground data processing system is connected with the sensor control and management system; the data link module comprises an onboard unmanned aerial vehicle data link system and a ground wireless communication link system, and in the embodiment, the flight carrier is an unmanned aerial vehicle.

Referring to fig. 2, the data link system of the airborne unmanned aerial vehicle comprises an airborne omnidirectional antenna, an airborne data transmission station and a link control module; the link control module realizes functions of an airborne communication link, a control computer of a flight carrier, navigation equipment, task data interaction and the like, and is responsible for forwarding the state of airborne link equipment.

The ground wireless communication link system not only provides uplink and downlink data and downlink images, but also is responsible for resolving radio positioning data and controlling and detecting an antenna servo tracking mechanism of the sensor control and management system.

According to the airport clearance measuring device based on the unmanned plane platform, an overall planning mode is adopted, modularization and unified design are adopted for all the devices, operation, maintenance, spare part configuration and upgrading are convenient, and all the devices uniformly adopt the same-series circular connectors which are mainstream, high in reliability and convenient to operate for external interfaces.

The sensor integrated system has good expansibility, the ground data processing system can expand the storage space, the module expansion slot is formed, the server can expand the display module, and meanwhile, the function expansion can be performed through software and hardware upgrading.

The sensor integrated system adopts a battery-powered mode of a flight carrier, and the working power of the airborne laser radar equipment, the visible light camera and the POS system adopts lower equipment so as to reduce the consumption of the unmanned aerial vehicle battery.

In the above embodiment, the sensor integrated system includes a laser radar that collects laser point cloud data, a visible light camera that collects image data, and a combined inertial navigation device that records airborne laser radar point cloud data and POS information. When the device is used, the laser radar and the combined inertial navigation equipment form an airborne laser radar system (LiDAR, light Detection and Ranging), the airborne laser radar system and a visible light camera acquire observation data of a clearance area in real time, the device acquires position and attitude data of a flight carrier in real time through POS information and synchronously stores all acquired data in a hardware storage system, meanwhile, a ground data processing system is utilized for POS resolving, point cloud resolving and image processing in real time to generate point cloud and image data with uniform coordinate references, a final result is obtained, data support is provided for the clearance analysis, the airborne laser radar is a RIEGLVUX-1LR light airborne scanner, the RIEGLVUX-1LR is simple to install, and the RIEGL VUX-1LR can be installed at any angle even in a limited space. RIEGLVUX-1LR acquires data by near infrared laser beams and rapid scanning and is capable of representing excellent measurement performance and identifying multiple echoes even under the condition of poor visibility by virtue of the unique digital echo and on-line waveform analysis technology of RIEGL. The RIEGLVUX-1LR obtains completely parallel linear and unidirectional scanning lines through a super-high-speed rotating prism, and finally, the laser point cloud which is finely and uniformly distributed is obtained.

The visible light camera is a Nikon D850 visible light camera, the combined inertial navigation device is a SPAN-KVH1750 combined inertial navigation system, and the SPAN-KVH1750 combined navigation system consists of a combined navigation receiver ProPak6 and an inertial measurement unit IMU-KVH 1750. IMU-KVH1750 is manufactured by the company KVH in the united states with built-in three-axis closed-loop fiber optic gyroscopes and three-axis micromechanical accelerometers.

Referring to fig. 3, the airborne laser radar system comprises a DGPS receiver, an ins, a control detection and recording unit and a laser scanning ranging system; the laser scanning ranging system consists of a ranging unit and an optical scanning unit. Wherein the ranging unit consists of a laser emitter and an optical receiver; the distance measuring principle is that the laser transmitter transmits laser pulse, and the distance between the transmitter and the measured target can be calculated according to the time of the laser pulse received by the optical receiver because the speed of light is known. Generally, only one laser pulse can obtain distance information (not multiple echoes) of one laser foot point, and the overall description of the terrain cannot be realized, so that the optical scanning unit can enable large-area measurement of a measured area, wherein the optical scanning unit adopts line scanning, conical scanning or fiber optical array scanning and the like.

The line scan is a scan result showing a "z" shape, the cone scan is a series of overlapping ellipses, and the array scan is formed of scan lines parallel to each other. The laser ranging has the advantage of higher dynamic laser pulse ranging precision. In order to better adapt to the continuous jolt and vibration working state of an airplane, the laser range finder adopts a high-performance, high-repetition-rate, high-power and narrow-pulse solid laser when in use.

And the sub-global positioning system (Differential Global Positioning System, DGPS) accurately measures the space position of the laser scanner in real time by receiving satellite data, and accurately obtains the flight track by performing differential calculation with a ground base station through a post-processing technology.

The INS has an attitude measurement function, has the advantages of complete autonomy, no signal transmission, positioning, speed measurement, rapid measurement of instantaneous movement of the sensor, output of attitude information and the like, and can acquire instantaneous attitude parameters of carriers such as an airplane and the like, including three attitude angles of pitch angle, roll angle and heading angle.

And a control detection and Recording unit (Recording-Units) for Recording various original data acquired during operation, including GPS time and positioning information, original INS data, distance information, echo information, intensity information and the like.

In the above-described embodiment, the laser radar system is carried out as a radar system that emits a laser beam to detect the characteristic amounts of the position, speed, and the like of the target. The working principle is that a detection signal (laser beam) is emitted to a target, and then the received signal (target echo) reflected from the target is compared with the emission signal, and is properly processed to obtain relevant information of the target, such as parameters of the target such as distance, azimuth, altitude, speed, gesture, even shape and the like, so as to detect, track and identify the target such as an airplane, a missile and the like. In use, the laser transmitter transmits the electrical pulses into optical pulses, and the optical receiver restores the optical pulses reflected from the target into electrical pulses which are transmitted to the display stand.

Further, the laser transmitter generates and transmits a light pulse, which impinges on the object and is reflected back to be finally received by the optical receiver. The optical receiver accurately measures the propagation time of the light pulse from emission to reflection back. Because the light pulse propagates at the speed of light, the receiver always receives the previous reflected pulse before the next pulse is sent out. In view of the fact that the speed of light is known, the travel time can be converted into a measure of distance. The coordinates X, Y and Z of each ground light spot can be accurately calculated by combining the height of the laser, the laser scanning angle, the position of the laser obtained from the GPS and the laser emitting direction obtained from the INS. The frequency of the laser beam emission may range from a few pulses per second to tens of thousands of pulses per second. For example, an optical receiver would record sixty-thousand points in a minute for a system with ten-thousand pulses per second.

The visible light camera is a product integrating optics, mechanics and electronics. The system integrates the components such as conversion, storage and transmission of image information, and has the characteristics of digital access mode, interactive processing with a computer, real-time shooting and the like. Light enters the camera through the lens or the lens group, is converted into a digital signal through the camera imaging element, and the digital signal is stored in the storage device through the image operation chip, and the working wave band of the digital signal is between near ultraviolet light and visible light to near infrared (0.32 um-1.3 um).

And the combined inertial navigation equipment (INS, inertial Navigation System) senses the angular velocity and the acceleration of the moving object in the motion process by using inertial elements such as a gyroscope, an accelerometer and the like, and then carries out integral operation by a computer so as to obtain navigation information such as the position, the speed and the like of the moving object. The inertial navigation system works according to the principle of inertia, and inertia is a basic attribute of any mass body, so that the inertial navigation system does not need any external information or radiate any information outwards when working, and can autonomously and implicitly perform three-dimensional space positioning and three-dimensional space orientation in all-weather conditions and any medium environment by the system itself, thereby being capable of providing complete information reflecting the complete motion state of the navigation body, and the inertial navigation system has extremely wide frequency band, can track and reflect any maneuvering motion of the navigation body, and has stable output. Due to autonomy, concealment, comprehensiveness of information and wide frequency band of the inertial navigation system, the inertial navigation system is an essential navigation device for important navigation bodies.

When the device is used on a flying carrier, the carrier signal of a satellite is not easy to be quickly captured and tracked by a receiver due to the maneuvering motion of the carrier, and even the tracked signal is unlocked. The integral navigation precision and navigation performance of the system are improved by utilizing the characteristic that the I NS and GPS navigation functions are complementary.

As described with reference to fig. 5, the device combines two systems to make up for the advantages of each. The combined inertial navigation device realizes two basic methods through a Kalman filter: 1) The loop feedback method adopts a loop control method to restrain system errors and realize performance complementation among subsystems. 2) The optimal estimation method adopts Kalman filtering or wiener filtering to estimate and eliminate the systematic error from the angle of probability statistics optimal. Both methods can make the information in each subsystem mutually permeate and organically combine, so as to have the effect of complementation of performances. However, the second method is far superior to the first method because the error sources and measurement errors of the subsystems are random.

The combined inertial navigation device has the following advantages: 1) Cooperative overrunning function: the integrated navigation system can fully utilize the navigation information of each subsystem to form functions and precision which are not possessed by a single subsystem. 2) Complementary functions: because the integrated navigation system comprehensively utilizes the information of all the subsystems, all the subsystems can make up for the shortages and enlarge the application range. 3) Redundancy function: and each subsystem senses the same information source, so that the measured value is redundant, and the reliability of the whole system is improved.

Referring to fig. 6, in use, the airborne lidar system obtains the spatial distance between each point and the scanning instrument by means of a laser range finder solution. Suppose that the laser scanner is located in space O _s Point, its three-dimensional coordinates (X _s ,Y _s ,Z _s ) Given by DGPS, from the point to be determined P _i The vector (r, direction cosine) of the measured point can be accurately measured, and the three-dimensional coordinate (X) _i ,Y _i ,Z _i ) Can be obtained according to the method of adding vectors to known points. The parametric relationship of the two points is shown in fig. 7.

The unknown coordinates of the feature points solve the equation:

X _i ＝X _s +ΔX _i

Y _i ＝Y _s +ΔY _i

Z _i ＝Z _s +ΔZ _i

wherein:

ΔX _i ＝f _x (φ,ω,k,β,r)

ΔY _i ＝f _y (φ,ω,k,β,r)

ΔZ _i ＝f _z (φ,ω,k,β,r)

known point O _s Three-dimensional coordinates (X) _s ,Y _s ,Z _s ) Provided by GPS; attitude angle of observation platformGiven by the attitude means INS; the direction cosine is calculated by a vector matrix formed by a pitch angle phi, a roll angle omega, a deflection angle k and an included angle beta (namely a scanning angle) between the observation direction and the normal line of the observation platform; vector modulo r, i.e. laser rangingAnd measuring the distance value by the instrument. If the above parameters are known, then the arbitrary point P _i Of (X) _i ,Y _i ,Z _i ) The method can be used for obtaining. Fixed point to be measured P _i The three-dimensional coordinate accuracy of (2) depends on the measurement accuracy of the above eight parameters and the synchronization accuracy of the eight parameters.

When the airport clearance measuring device based on the unmanned plane platform is used, the airport clearance measuring device comprises the following steps,

s1, aerial survey task preparation

The unmanned aerial vehicle has a line planning autonomous cruising function, and a flight plan and a flight line are planned according to the flight altitude, the flight speed and the overlapping degree in a specified size range specified by a user according to the requirement of the user;

opening an unmanned aerial vehicle ground station, displaying the flight state of the unmanned aerial vehicle, and controlling the unmanned aerial vehicle;

the route planning file is imported into an unmanned aerial vehicle flight control system, so that unmanned aerial vehicle autonomous cruising operation is realized;

in order to improve the accuracy of data acquisition, a base station is erected on the ground to perform GNSS differential calculation;

erecting an unmanned aerial vehicle and performing system debugging.

S2, data acquisition

After the unmanned aerial vehicle takes off, image data are collected according to the set parameters; collecting laser radar data; recording synchronous control data; and simultaneously recording information acquired by the combined inertial navigation equipment, wherein the information mainly comprises the position and posture of the camera at the exposure time and the track information of the airborne laser radar.

S3, withdrawing the equipment

After the unmanned aerial vehicle task is completed, the unmanned aerial vehicle automatically returns to a designated place to land, the unmanned aerial vehicle is withdrawn, the ground base station is withdrawn, and the data quality inspection is carried out on the ground station. And checking the image quality and the laser point cloud data quality.

S4, data preprocessing

In the operation process, the unmanned aerial vehicle collects information such as airborne laser radar data, image data simultaneously. Because the unmanned aerial vehicle onboard computer does not have real-time data processing capability, POS calculation needs to be performed on line, and point cloud data preprocessing and image position and posture information calculation are completed. Carrying out airborne POS data calculation by adopting an airborne positioning and attitude determination data processing system to obtain a track file acquired by laser point cloud data and position and attitude information of an image exposure time; and resolving the point cloud data by utilizing point cloud data preprocessing software matched with the airborne laser radar equipment.

S5, initial achievement data

And obtaining measurable laser point cloud data, image data and flight track data after data preprocessing.

In the above embodiment, the existing laser scanning ranging system can only complete a certain single-point measurement in a specific direction, and if the purpose of point-by-point measurement along the whole target surface is achieved, a mechanical scanning device is used to achieve scanning measurement perpendicular to the flight direction; the laser scanning distance measuring system adopts any one of a swinging scanning mirror mode, a rotary polygon mirror scanning mode or an optical fiber scanning mode.

When the swing scanning mirror mode is adopted, as shown in fig. 8, the mechanical device drives the reflecting mirror to keep a certain fixed angle by taking the rotating shaft as the center to form periodic swing through the motor, and in the process, the swing scanning mirror generates bidirectional scanning on the ground due to two swing directions, so that a Z-shaped scanning line is formed on the ground.

When the rotary polygon mirror scanning mode is adopted, the rotary polygon mirror has only one rotation direction, each surface plane of the rotary polygon mirror scans in the same direction, and unidirectional scanning parallel lines are formed on the ground, and the scanning principle of the mode is shown in fig. 10 and 11.

When the optical fiber scanning mode is adopted, the transmitting optical path and the receiving optical path are in one-to-one correspondence. The two groups of optical fibers are arranged in a row and are respectively arranged on focal planes of the transmitting lens and the receiving lens. The two rotating mirrors rotate simultaneously, and the emitted laser is emitted from the central optical fiber, reflected by the rotating mirrors through the lens, passes through the transmission mirror to one optical fiber in the circular optical fiber group, and then is emitted to the ground. At the same time, the laser reflected by the target passes through one optical fiber of the receiving optical fiber group, then passes through the lens, is reflected by the rotating lens, and then enters the central optical fiber to form a receiving signal, and the principle of the receiving signal is shown in fig. 12. The laser foot point distribution is shown in fig. 13: since the laser beams reflected by the reflecting mirror are firstly in a linear optical fiber array and then reach the target points, the laser foot points are distributed in parallel, regularly and uniformly.

In the above embodiment, the noise of the photoelectric system of the visible light camera passes through the narrow-band filter, and the amplitude probability density distribution thereof satisfies the rayleigh distribution.

Therefore, the false alarm probability of the photoelectric detection system is:

wherein: sigma is the root mean square deviation of the noise voltage, T is the threshold level, and v is the amplitude of the noise voltage output by the detector.

The detection of point targets by the system may be handled approximately as a narrowband system. Under the condition that signals and noise are input into the system at the same time, the amplitude probability density distribution of the signals and the noise obeys the zero-order first-class deformation Bessel function, so that the point target detection probability of the photoelectric detection system is as follows:

wherein: i ₀ The zero-order deformation Bessel function value taking x as a variable is obtained, ρ is the amplitude of the signal plus noise, and α is the signal amplitude. Alpha/sigma is the signal-to-noise ratio SNR.

The estimation of the target acting distance of visible light imaging can be divided into the estimation of the acting distance of a point target and the estimation of the acting distance of a surface target. When the object is far from the visible camera, the image of the object cannot fill the detector units, the object may be considered a point object, and when the object is near to the camera, and the image of the object fills more than one detector units, the object may be considered a surface object.

Irradiance of point targets on visible camera entrance pupil:

wherein: ab is the target size, L _t (lambda) is the target different wavelength radiance. τ ₀ Let τ (λ) be the atmospheric transmittance and R be the target distance, which is the optical system transmittance.

Since the target does not fill the instantaneous field of view, background radiation can also reach the imaging device. At this time, irradiance of the background on the visible light camera is as follows:

wherein: s is the area of a camera detection unit, f is the focal length of an imaging system, and L _b And (lambda) is the background radiance.

Under the condition of a target, the target current generated by the visible light camera is as follows:

wherein: r is R _det (lambda) is CCD sensitivity, D is optical system diameter, lambda 1, lambda 2 is the working band of the camera.

Under the condition that no target is only on the background, the background current of the visible light camera is as follows:

wherein: the meaning of each physical parameter is the same as the above formula.

The system noise is mainly shot noise, and the square of shot noise current is:

wherein c= |i _b -i _t |/i _b ,i _t As the target current value, Δf is the noise equivalent width, and the noise current of the visible light camera is the shot noise current.

The signal-to-noise ratio of the visible light camera is the ratio of the target current to the shot noise current, namely:

SNR＝i _t /i _{p_e}

will i _t ,i _b Substituting, the action distance R which can be pushed is as follows:

The equation is a hidden function of the distance R, solved by an iterative method.

When the acting distance of the non-point source target is calculated, a distance formula of the target is deduced according to the apparent brightness contrast between the target and the visible light camera, and the brightness contrast threshold value and the target detection probability formula of human eyes under a certain discovery probability condition.

The brightness contrast ratio of the target and the background at the distance R is C1, and C1 is more than or equal to 0 and less than or equal to 1. Through attenuation by the atmosphere. The brightness contrast at the arrival of the visible camera is:

c'＝c ₁ /[1+γ _h (e·H-1)/max{γ ₀ ,γ _b }]

wherein h=r·sin α is the target height, α is the target elevation angle, γ _h Is the sky brightness coefficient in the horizontal direction, gamma ₀ ,γ _b Luminance coefficients of the object and the background, respectively. Gamma ray _h (e.H-1) is the air curtain brightness coefficient of the H atmosphere layer.

The brightness contrast threshold value of the object found by human eyes is the brightness contrast threshold value. In practical applications, to find a value with a probability close to 100% or any other value required to find a probability level, the probability conversion coefficient may be multiplied by a value with a probability of 50% according to the nature of the normal distribution followed. Is the mean value of the random variables, i.e. the value with a discovery probability of 50%. The experiment shows that the relationship between the average value and the visual angle is as follows:

wherein the viewing angle θ is:

Wherein d ^* For the size of the target displayed on the image, r is the apparent distance of human eyes, g is the arc minute conversion coefficient, and C is the magnification of the optical sighting device of the reconnaissance system, and g=180.60/pi.

Probability of discovery of target:

where σ= (ε - μ)/x=μ (m-1)/x, x is a critical value required for the discovery probability level corresponding to m.

And according to the given target detection probability, the apparent brightness contrast c 'of the target is obtained by the above formula, and the c' is substituted by a human formula to obtain the target distance.

In the above embodiment, the device has shaft detection capability: the detection distance of 50 meters can detect the rod-shaped objects with the diameter not less than 1cm and the length not less than 1m, and the detection probability is not less than 90%.

As shown in fig. 16, the laser radar scanning results are roughly divided into 4 types, in this embodiment, the selected laser is a rotating prism type single-beam scanning laser radar, and the distribution pattern of the point cloud obtained on the ground can be approximated as a graph _c The laser spot cloud patterns are shown arranged in parallel. In FIG. 16 _c In the model, two indexes of the existing point interval and the line interval are used for evaluating the laser point cloud scanning resolution and the target detection capability. The laser beam scattering parameter of the laser scanner is 0.5 _mra d, according to the laser beam divergence principle, the laser spot area of the laser used for the project is at a distance from the target 50 _m With a time diameter of 0.025 _m The laser beam divergence is schematically shown in fig. 17:

assuming that RI EGLVUX-1LR operates at a flight level of 50 meters and an effective operation field angle 90 is taken, according to the principle of triangle calculation, as shown in fig. 18, the effective ground scanning width is 100 meters under the field angle, and under the field angle condition, the maximum effective measurement speed of the laser radar is 750000 points/second 204545 points/second. Since the rielvux-1 LR scan speed is up to 200 lines/sec, dead space = 0.025 meters can be calculated assuming a flight speed.

Referring to FIG. 19, two rows of points are used as measurement probability analysis areas, and a diameter of 0.01 m (1) _cm ) The rods with the length of 1 meter are randomly arranged in the plane of the laser scanning. At 50 _m Distance, spot diameter of the laser beam was 0.025 _m Under the assumption, the laser beam can be approximately considered to have no blank area between laser spots in the line spacing direction; in the direction of the distance between the points, a width of 0.073 still exists between every two rows of laser points under the condition of considering the size of the light spot _m Is defined herein as a totally undetectable area. When it is defined that the shaft is fully disposed within this region, it is considered that the shaft is not detected at all.

As shown in fig. 20, when the shaft is randomly arranged in the point cloud scanning plane, the shaft placement direction has an included angle with the heading direction (i.e., the direction of the distance between the points), which is defined as an angle, with the geometric center of the shaft as the origin _a Angle, angle _a The possible range for (de-radian values) is 0 to pi (i.e., angle 0 to 180 degrees). The diameter of 0.01 can be found according to the following equation only when the defined whole shaft is completely within the undetectable region (no overlap of laser spots is present in any part of the shaft) _m Length 1 (denoted by letter d) _m (denoted by the letter L) the maximum included angle at which the shaft may be placed in the region _a . Defining effective distance _s Taking the maximum effective distance _s ＝0.073 _m ，L＝1 _m ，d＝0.01 _m According to the principle of small angle, the rod-shaped object can be obtained to be placed in the position which can not be detected at allThe maximum possible angle in the region is about 8.37 (arc 0.146 is about 8.37), so the possible angle at which the shaft may be placed in a completely undetectable region is in the range of 0 to 8.37.

Finally, the probability that a defined shaft may be placed in a completely undetectable region may be calculated as: 0.0346, the probability of complete undetectable was 3.46%. It is also believed that the possible detection probability of a shaft target as defined herein is 96.54%, i.e., at 96.54% probability, there will be a beam spot to detect the shaft target.

In summary, the RI EGLVUX-1LR laser scanner was driven to a diameter of 0.01 meter (1 _cm ) A shaft of length 1 meter. The spot is displayed on the point cloud data, so that the requirement that the item detection probability is not lower than 90% can be met; when the laser scanner measures the shaft at a slower speed, more spots will fall on a shaft of diameter l cm, which can be more clearly described.

In the above embodiment, referring to fig. 21 and 22, the mounting system includes a main body frame, a suspension radar bin, a shock absorbing device, and a radar laser head protection bin, the main body frame being fixed to the flight carrier, the suspension radar bin being provided on the shock absorbing device, the shock absorbing device and the radar laser head protection bin being fixed to the main body frame; the main body frame consists of two outer sleeve main beams, two outer sleeve cross beams and an outer sleeve bottom plate, and is fixed on the flight carrier through screws. The shock absorption device comprises a shock absorber upper plate, a shock absorber lower plate and four shock absorption balls, wherein the shock absorber upper plate, the shock absorber lower plate and the shock absorption balls are respectively fixed on the main body frame through screws. The suspension radar bin is formed by connecting four radar bin main beams and two radar bin cross beams through connecting pieces, and is fixed on the damping device through screws. The radar laser head protection bin consists of two radar protection bin components and one radar protection bin component, and is fixed on the main body frame through screws. In the embodiment, the main body frame is composed of the aluminum alloy main beam and the carbon fiber and is fixed on the flight carrier, so that repeated disassembly and assembly of the mounting system are avoided. The suspended radar bin is suspended in the main body frame through four groups of damping devices, so that vibration transmitted by the unmanned aerial vehicle body is effectively reduced. And the radar laser head protects the carbon plate of the bin.

Referring to fig. 22, an overall block diagram of radar mounting system 16 is shown. The first coat girder 2, the second coat girder 3, the first coat cross beam 1, the second coat cross beam 6 and the coat bottom plate 9 are connected and fixed through screws to form a main body frame of the mounting system. The radar protection component side plate I13, the radar protection component side plate II 19 and the radar protection component front plate 15 are connected through the connecting piece 2 to form a radar laser head protection bin, and are fixed on the outer sleeve girder I2 by using screws. Four groups of damping devices (consisting of a damping upper plate 10, a damping lower plate 11 and damping balls 12) penetrate through the first outer sleeve girder 2 and the second outer sleeve girder 3 and are fixed on the outer sleeve bottom plate 19 to form a damping base for bearing an internal radar cabin. The internal radar bin comprises a radar bin upper plate 4, a radar fixing plate 14, a radar bin beam I7 and a radar bin beam II 20, a radar bin beam II 8, a radar bin beam III 18 and a radar bin beam IV 21, and the radar bin is fixed on a damping base through an aluminum alloy connecting piece 17 by using screws. The radar is pushed into the mounting system from the second outer sleeve girder 3 and then fixed on the radar fixing plate 14 by screws. The main function of the damping system is to reduce the vibration frequency of the airborne radar and reduce the vibration amplitude. The mounting position structure is characterized by a cantilever beam structure, so that the vibration amplitude of the mounting position structure increases along with the increase of the distance from the fixed value, and the vibration frequency is unchanged. The analysis result is the position where the position of the laser point cloud is changed drastically by combining the actual measurement data result with the time stamp.

The mounting system is connected with the bottom of the unmanned aerial vehicle, the connection mode adopts standard M3 threads, the threaded holes are respectively distributed on the first radar bin girder 5, the second radar bin girder 8, the third radar bin girder 18 and the fourth radar bin girder 21 are all around and fastened through GB/T70.1M3 multiplied by 6 screws, and the mounting system is convenient to detach and maintain.

In the above embodiment, referring to fig. 23, the ground data processing system includes a laser point cloud and image data processing subsystem, an airport clearance three-dimensional visualization analysis subsystem, and a data management subsystem; the laser point cloud and image data processing subsystem comprises a laser point cloud data correction module, a laser point cloud data processing module, a terrain model making module, an orthographic image production module, a digital elevation model production module and a digital surface model production module; the airport clearance three-dimensional visual analysis subsystem comprises an airport information management module, an obstacle information measurement module and a result output functional module. The laser point cloud data correction module is mainly used for adjusting system orientation difference in laser point data, measuring errors between laser surfaces or between the laser surfaces and known points, converting the errors into correction values of system direction, east direction, north direction, elevation, direction angle, roll angle and pitch angle, and further correcting the laser point cloud data. Mainly comprises the following steps: an automatic laser scanning surface data correction function, an orbit model correction function based on azimuth correction, an orientation error correction function based on a least square method, a laser scanning geometric structure correction function based on region matching and the like. The laser point cloud data processing module performs system processing on point cloud data acquired by an airborne laser radar system, and the main functions of the laser point cloud data processing module include: the method comprises the steps of reading in original laser point cloud, three-dimensional browsing of point cloud data, automatic/manual classification of laser points, interactive discrimination of three-dimensional targets, digital production of ground features, automatic detection of power lines, vectorization of buildings, production of laser point sectional views and the like. The terrain model making module is mainly used for making a surface terrain model, can be used for building a surface, soil layer or designed triangular surface model, and can be edited in a man-machine interaction manner. Its main functions include: laser point (cloud) editing, fracture line construction, new element addition, auxiliary design, three-dimensional profile drawing production, contour line production, regular square grid data production, slope gradient analysis, terrain rendering, general calculation function and the like. The orthographic image production module is specially used for image data generated based on the flight of the airborne laser radar system, and can finish orthographic correction on aerial images under the condition that no control point exists in a region by using ground laser point cloud as a mapping surface, so that the orthographic images are produced. The module mainly comprises the following functions: building a ground accurate triangular surface model, correcting images, homogenizing colors and the like. The digital elevation model production module is used for producing the DEM by using airborne laser point cloud data, and the main functions of the digital elevation model production module include: laser point cloud data preprocessing, point cloud filtering and classification, DEM manufacturing and the like. The digital surface model production module is used for producing DSM by using onboard laser point cloud data, and the main functions of the digital surface model production module include: laser point cloud automatic classification, edge feature extraction, DSM fabrication, etc. The airport information management module is used for constructing functions of storage, management, analysis and the like aiming at basic information of an airport, and mainly comprises the following steps: the system comprises an airport basic information input module, a runway basic information input module, an airport clearance surface calculation module of different levels, a clearance three-dimensional modeling and rendering module, a clearance model and digital surface model superposition analysis module and the like.

The obstacle information measurement module is used for carrying out the construction of functions such as storage, analysis and display aiming at the obstacle information in the airport clearance field, and the functions mainly comprise: the system comprises a clearance ultra-high analysis module, an obstacle three-dimensional visualization module, an obstacle inquiring and counting module, an obstacle attribute inputting module and a building manual/automatic identification, classification and structuring module; and automatic identification function of building and auxiliary facilities. The result output function module realizes the development of various result output functions of system software production, and mainly comprises the following steps: the method comprises the steps of outputting comprehensive results of the overrun obstacle (comprising the number, coordinates and height of the overrun obstacle, the clearance limit height information of the position of the overrun obstacle, and the like), outputting statistical information results of the overrun obstacle, outputting distribution characteristic results of the overrun obstacle and outputting three-view results of the overrun obstacle. The data management subsystem is a foundation stone of the three-dimensional visualization software system for data processing and airport clearance and plays an entry role of importing data acquired by the measurement system into the three-dimensional visualization software system for data processing and airport clearance. The main functions include: warehouse entry of results, data browsing, data inspection, data inquiry, data deletion, data backup, data recovery, data statistics and the like.

24-26, high-precision combined positioning and attitude determination data acquired by an airborne three-dimensional laser point cloud acquired by a laser radar, an aerial photograph acquired by a visible light camera and an airborne combined inertial navigation device are transmitted to a laser point cloud and image data processing subsystem, the laser point cloud and image data processing subsystem generates classified point cloud, DOM, DSM, DEM, ground object contour lines and three-dimensional entity model data and transmits the classified point cloud, DOM, DSM, DEM, ground object contour lines and three-dimensional entity model data to a field clearance three-dimensional visual analysis subsystem, and the field clearance three-dimensional visual analysis subsystem receives data and performs data analysis to generate a clearance three-dimensional model, an obstacle classified model, airport/runway attribute information and obstacle attribute information and analyze data and is derived through display, roaming or report and thematic map. The laser point cloud and image data processing subsystem can perform automatic and procedural processing on laser point cloud data and image data to generate DOM, DSM, DEM achievements, has the function of extracting ground feature contour lines and entity models through man-machine interaction, and provides a data basis for airport clearance three-dimensional visual analysis; see, in particular, fig. 27.

Referring to fig. 28, when the DEM/DSM is manufactured, the data processing and airport clearance three-dimensional visualization software are adopted to generate terrain products such as DEM/DSM/contour lines, which mainly comprises the following steps: point cloud data loading, data preprocessing, point cloud data denoising, point cloud filtering (ground point classification), ground point manual fine classification and DEM/DSM/contour line product production.

Referring to fig. 29, for DOM production, the data processing and airport clearance three-dimensional visualization software generates DOM products mainly by the following steps: photo importing, exterior orientation element calculating, space three encryption, image color homogenizing, image embedding and DOM achievement production.

Referring to fig. 30, the airport clearance three-dimensional visualization analysis subsystem includes a basic toolkit, a point cloud processing related tool and an image processing related tool; the basic tools include engineering tools, view tools, manipulation tools, metrology tools (area metrology, height metrology, and volume metrology), model display, selection tools, custom workflows, and projection and coordinate transformation. The user-defined workflow can create a data processing flow by a user according to requirements, define processing parameters and output results according to preset result specifications. The point cloud processing related tools comprise navigation belt splicing, point cloud processing, point cloud classification, ground feature contour line extraction, geometric reconstruction and terrain tools (DEM/DSM); the airborne laser radar measurement system is affected by various error (system error and accidental error) sources, and the system error can bring system deviation to the coordinates of the laser foot points. The installation of lidar measurement systems requires that the coordinate axes of the scanning reference frame and the inertial platform reference frame be parallel to each other, but the installation of the system does not completely ensure that they are parallel to each other, i.e. so-called systematic placement errors occur. The navigation belt splicing function provides a positioning error checking function so as to realize navigation belt splicing processing of the airborne laser radar point cloud data. The function can automatically match data from different navigation bands based on a strict geometric model, display the splicing result in real time and generate a high-precision point cloud. In addition, a series of data quality inspection and analysis tools are provided to ensure data accuracy. Automatically matching the navigation bands from different navigation lines, adjusting the system orientation difference in the laser spot data, measuring the difference between the laser surfaces or between the laser surfaces and the known points, and correcting the laser spot data.

Point cloud processing, including data format conversion, point cloud denoising, normalization, grid band operation, and other operational tools. The laser point cloud preprocessing mainly comprises point cloud denoising and point cloud filtering. The original laser point cloud obtained through calculation contains noise, the noise can influence the subsequent processing application, the noise points must be filtered before the processing such as point cloud data filtering and extraction, and the noise points not only influence the filtering effect, but also greatly influence the subsequent laser point cloud classification and laser point cloud lane line extraction based on deep learning, so that the denoising processing of the laser radar acquisition point cloud becomes crucial; and different point cloud data are needed for extracting different targets, so that the laser point cloud needs to be subjected to filtering pretreatment to obtain ground and non-ground points so as to facilitate subsequent processing application. The point cloud classification and the multiple classification functions comprise machine learning model classification (capable of efficiently separating general categories such as buildings, vegetation, street lamps and the like), ground point classification, building classification, interactive boundary classification and the like, and various classification requirements are met. In the same batch of data, the category of a small amount of data needs to be manually edited, a large amount of data is processed in batches after a model is trained, and the manual work is expected to be reduced. Two flows are supported: selecting a training sample, generating a training model, and processing data to be classified; the data to be classified is processed by using the existing model. The feature profile extraction comprises automatic building, vegetation and road profile extraction, and provides manual editing and modifying tools such as edge tracking, shaping tools, attribute editing and the like. The automatic extraction of the ground feature outline can be realized, and the region with unsatisfactory extraction effect and precision can be modified by adopting an editing tool and the attribute is input; the automatic geometric reconstruction of the regular building and the manual modeling are supported, the automatic geometric reconstruction of the building can greatly reduce the workload of the manual modeling, and the modeling efficiency is improved. A terrain tool for acquiring useful terrain information by generating DEM and DSM; by providing a section analysis tool, a section view product can be generated; and various products such as contour lines, mountain shadows, slopes, roughness and the like can be generated. Meanwhile, the editing processing is provided for the model data. The unmanned aerial vehicle image processing, the software for generating an orthographic image DOM by using the ground laser point cloud as a mapping surface to orthographically correct an aerial image, is specially used for orthographically correcting the image generated during the flight of a LiDAR system. The entire correction process may be performed without any control points in the zone.

The airport clearance three-dimensional visual analysis subsystem is provided with an airport information management function module, and mainly comprises: airport basic information input, runway basic information input, airport clearance surface calculation of different levels, three-dimensional clearance modeling, full-automatic generation of rendering, superposition of a clearance model and a terrain model and the like. The obstacle information measurement management function module mainly comprises: the clearance ultra-high analysis, three-dimensional visualization of the obstacle, inquiry and statistics of the obstacle, entry of attribute information of the obstacle and the like; identifying building bodies and ancillary facilities. Possesses achievement output function module, mainly includes: and outputting the result of the obstacle overrun analysis, wherein the result comprises information such as the number of overrun obstacles, coordinates, the height of the obstacles, the height of a clearance limiting surface of the positions of the obstacles and the like.

Referring to fig. 31, due to the efficient use of an airport, it may be significantly affected by the natural topography and man-made buildings inside and outside the site, which will limit the available distance for aircraft take-off and landing and affect airport operating standards. In order to ensure the taking-off and landing safety of an airplane and the normal use of the airport, according to the characteristics of the airplane and the performance of progressive equipment, a certain range of the airport and the vicinity thereof is provided with a plurality of virtual planes called clearance obstacle limiting planes for limiting the heights of obstacles such as mountains, high lands, iron towers, overhead lines, buildings and the like around the airport and the vicinity thereof.

Referring to fig. 32, the coordinates of all vertices in the civil airport headroom model are calculated by establishing a custom geometric coordinate system, then converted into coordinates under a geographic coordinate system, related key points are connected into a plane, and a surface model is constructed by using several key side lines as forced lines and vertex coordinates and elevations thereof. And (3) performing superposition analysis by using a Tin of the limiting surface and a digital elevation model of the ground surface, directly extracting the limiting elevation of a certain position in the clearance area by using the Tin, and extracting the elevation for airport clearance evaluation. All the key points are classified and divided, different limiting surfaces (namely limiting surfaces manufactured by dividing areas) are constructed, each limiting surface can be classified and displayed, mapping rendering can be carried out on each limiting surface, and the display effect is optimized. For three-dimensional entities in the whole three-dimensional scene, such as airport terminal buildings, auxiliary buildings, runways, trees and the like, the three-dimensional entities can be guided into a GDB after being modeled through modeling tools, and then are loaded into ArcGlobal. For a three-dimensional entity with a simple shape, such as an obstacle limiting surface, the IMulipatch interface can be used for directly drawing. In the aspect of effect optimization of a scene, open GL can be called to control the position of a light source, brightness, smoke effect, sky background and the like of the scene.

When building house buildings or other structures in urban planning or in the vicinity of airport areas, the airport clearance limit height of the areas needs to be known, and therefore, the system needs to realize the three-dimensional visual analysis function of airport clearance. In this embodiment, the airport clearance three-dimensional visual analysis subsystem functional module includes an airport information management functional module, and airport basic information input: the airport basic information input mainly comprises information such as names, positions, grades, total areas, running quantity, running direction, landing direction, parking apron quantity, oil depot positions and the like; the input function of the airport basic information can be realized, and the airport information can be conveniently updated and modified at any time; and (3) inputting runway basic information: the runway basic information input mainly comprises information such as runway length, width, thickness, structure, runway direction, shutdown capability and the like; the input function of the basic information of the runway can be realized, and the runway information can be conveniently updated and modified at any time; the obstacle clearance limiting surfaces calculated on the clearance surfaces of airports of different levels are the basis for clearance management and comprise an approach surface, a transition surface, an inner water surface, a conical surface, an inner approach surface, an inner transition surface, a flying surface, a take-off climbing surface and the like, and the size of the obstacle clearance limiting surfaces is mainly determined by factors such as flight area parameters, runway use types and the like. Airport clearance is written based on airport coordinates, so that if the given coordinates are geographic coordinates, plane rectangular coordinates under Beijing 54 coordinates are calculated according to a Gaussian projection coordinate orthographic solution formula, and then the airport coordinates are calculated according to a coordinate translation and rotation formula; if the given coordinates are Beijing 54 plane coordinates, the airport coordinates can be directly calculated according to the coordinate translation and rotation formulas. Then, according to the clearance evaluation program, it is judged whether the obstacle is out of the clearance evaluation range or falls within a specific one of the obstacle limiting surfaces. Judging whether the obstacle is ultrahigh according to the calculated height Z of the obstacle limiting surface and the known height H of the obstacle, namely if Z is more than H, meeting the clearance requirement, otherwise, the obstacle is ultrahigh. The programming flow is shown in fig. 33. Thus, the program evaluates the obstacle mainly in four coordinate systems, namely geographic coordinates, beijing 54 coordinates, kunming 87 coordinates, and airport AB coordinates.

Initial data is required to be entered when converting planar coordinates to a geographic coordinate program. For example, when the airport plane AB coordinates are converted to geographic coordinates, the ordinate a and abscissa B of the airport plane refer to the position of the obstacle at the airport AB coordinates, the central longitude is 102 ° for the Kunming-long water-world airport, and the initial geographic coordinate longitude L0, the initial geographic coordinate longitude L1, the initial geographic coordinate latitude B0, and the initial geographic coordinate latitude B1 refer to the initial values when the gaussian-krueger inverse solution iteration is performed, and may be set to 0, 1, 0, and 2, respectively. When the plane coordinates of Beijing 54 are converted to geographic coordinates, the ordinate X and Y values of the plane refer to the coordinate positions of the obstacle under the plane coordinates of Beijing 54, and the initial geographic coordinate longitude L0, the initial geographic coordinate longitude L1, the initial geographic coordinate latitude B0 and the initial geographic coordinate latitude B1 can be set as 0, 1, 0 and 2 respectively.

The result output module outputs the result of the clearance obstacle overrun analysis, including information such as the number of the overrun obstacles, coordinates, the height of the obstacles, the height of a clearance limiting surface where the obstacles are positioned and the like, and the result output content and format can be customized according to the user requirements; the calculation of the obstacle limiting surfaces is mainly to calculate the vertex coordinates of the respective limiting surfaces and the intersection coordinates between the obstacle limiting surfaces. Because of the complex structure of the model, a separate calculation method is still adopted in the calculation process. The limiting surface and its auxiliary graph are drawn only in the geometric coordinate system when the calculation is separated. Since the model is axisymmetric in shape about the runway centerline in the horizontal plane, only the calculation formula for the top half of the X-axis vertex is given in this application.

For the convenience of calculation, a horizontal plane view and a side view are adopted for illustration, a graph which is needed for vertical plane assisted understanding is adopted, and a parameter indication schematic diagram is given by referring to the embodiment.

The transition surfaces on the two sides of the take-off climbing surface are folded surfaces because the width of the starting end of the take-off climbing surface is generally smaller than the width of the lifting belt.

Referring to fig. 35-36, the total number of vertices of the approach plane is 8, and the calculation formula is once:

the calculation transition surface vertexes of the transition surface and the inner water surface mainly comprise intersection points (Pt 6 and Pt 7) of transition surfaces on two sides of the lifting belt and the inner water surface, intersection points (Pt 5) of transition surfaces on two sides of the approach surface and the inner water surface, intersection points (Pt 8) of transition surfaces on two sides of the lifting belt and the inner water surface, and intersection points (Pt 1 and Pt 0) of the lifting belt and the transition surface.

Before calculation, it should be determined whether Pt5 and Pt8 fall inside, on the side line or outside the inner horizontal plane, that is, the distance R' between the runway center line and the runway end line of Pt5 and Pt8 and the inner horizontal plane radius R.

/>

Referring to fig. 37, the calculation of the tapered surface is mainly to calculate the end inflection points Pt13 and Pt15 of the tapered surface, the intersection point Pt11 of the tapered surface and the approach surface, and the vertex Pt12 where the approach surface is cut by the approach surface. Before calculation, the position of Pt11 also needs to be determined. Civil airport obstruction limit surface parameter verification knows that Pt11 always falls on a conical surface, so other cases are not discussed. Since Pt11 is the intersection of the approach face and the conical face, the following set of equations can be listed:

Solving the equation set can be:

pt12 is actually the intersection point of the perpendicular plane passing near the surface edge and the conical surface edge, and according to its positional relationship, the following equation:

solving the equation set can be obtained:

wherein, the liquid crystal display device comprises a liquid crystal display device,

determination of root of unitary quadratic equation for X12:

pt13 and Pt14 are solved as follows:

in the equipment system, due to different acquisition frequencies and different platforms, the time sequence and fusion among the multisource sensors are very important. The system adopts an asynchronous measurement fusion algorithm of heterogeneous multi-sensor, wherein the algorithm synchronizes the data of each sensor by establishing a pseudo measurement equation in a fusion center, and then processes the data by utilizing the idea of synchronization.

A data model is built, and because the system moves in a spherical coordinate system, the state equation of the discrete-time linear system is as follows:

X(k+1)＝F(k+1，k)X(k)+「(k+1，k)V(k)

wherein x (k) is a state vector of the target at the moment k; f (k+1, k) is a state transition matrix; a process noise transfer matrix; v (k) is zero mean, gaussian white noise sequence, and its covariance matrix is Q (k).

Let the measurement equation for one of the sensors be:

Z(k)＝h(X(k))+W(k)

wherein w (k) is the measured white gaussian noise at k moment, which is independent of each other and has covariance R (k), and the measurement vector z (k) includes a pitch R (k), an azimuth angle a (k), and a pitch angle e (k), and the coordinate conversion is as shown in the following diagram, and the definition is available:

Through the technical scheme, the airport clearance measuring device based on the unmanned plane platform can be used for integrating a sensor integrated system (an airborne laser radar, a visible light camera and combined inertial navigation equipment), a data link, a sensor control and management system, a ground data processing system and the like into a whole in a light mode, the position and posture data acquired by the combined inertial navigation system in the integrated equipment can be ensured to be within the bearing range of the unmanned plane, the point cloud original data acquired by the laser radar equipment and the image data acquired by the visible light camera are completely transmitted to the ground, and then the corresponding original data are calculated, so that the point cloud data and the image data which can be measured in an editing mode are acquired. Further, the final result is obtained by post-processing of the data acquired by the calculation.

The application load of the airport clearance measurement technology for the X of the traditional equipment and the development of the integrated equipment integration technology of the system have a plurality of technical problems, and because of a huge host system, a multi-structure accessory system, a complex operation mode and the like, a series of problems have great requirements on carrier platforms, personnel professionals, and the like, so that the airport clearance measurement device based on the unmanned plane platform cannot be used in various related industries on a large scale and has integration: the laser, the GPS, the IMU and the central processing unit are combined into a whole through an integrated structural design, namely, the scanning unit, the POS, the control storage unit and the like are formed, and the high-strength structure is sufficient to ensure that the relative position and posture relation between the sensor and the navigation equipment is stable and unchanged; ultra-portability: the ultra-portable integrated structural design greatly reduces the volume of the LiDAR system, greatly lightens the weight and ensures that the whole weight is not more than 7.5kg; multi-platform switching: the ultra-light product has the advantages that the equipment can be easily switched to the carrying platforms of unmanned aerial vehicles, motor vehicles, non-motor vehicles, backpack bags, ships and the like, and the high-integration design ensures that the system calibration is not required to be carried out when the carrying platforms are switched, so that the all-around data acquisition mode of the sea, land and air is covered; and (3) performing specialized operation: the multi-platform carrying mode of the product is specialized, the ground surface information can be acquired rapidly, the required control point data is less, the limitation of the terrain is small, and the like, so that the application development of the laser radar technology in various industries is further promoted. The outdoor space data is fully covered, so that the outdoor space data can be scanned in all directions, and no dead angle exists; refining equipment: when the data expression focusing on details is used for equipment operation, the data structure of tiny objects such as lightning rods, power lines and the like can be obtained, and the height identification of the objects is realized.

Claims

1. The airport clearance measuring device based on the unmanned plane platform is characterized by comprising a sensor integrated system, a data link module, a sensor control and management system, a ground data processing system and a flight carrier; the sensor integrated system is arranged on the flight carrier through a mounting system, the data link module is respectively connected with the sensor integrated system and the sensor control and management system, and the ground data processing system is connected with the sensor control and management system; the data link module comprises an airborne unmanned aerial vehicle data link system and a ground wireless communication link system.

2. An airport clearance system based on an unmanned aerial vehicle platform of claim 1, wherein said airborne unmanned aerial vehicle data link system comprises an airborne omnidirectional antenna, an airborne data transfer station, and a link control module.

3. The airport clearance measurement device based on an unmanned aerial vehicle platform according to claim 1, wherein the sensor integration system comprises a laser radar for collecting laser point cloud data, a visible light camera for collecting image data, and a combined inertial navigation device for recording airborne laser radar point cloud data and POS information; the laser radar and the combined inertial navigation device form an airborne laser radar system.

4. An airport clearance measuring device based on unmanned aerial vehicle platform according to claim 3, wherein the airborne lidar system comprises a DGPS receiver, an INS, a control detection and recording unit and a laser scanning ranging system; the laser scanning ranging system consists of a ranging unit and an optical scanning unit, wherein the ranging unit consists of a laser transmitter and an optical receiver.

5. The unmanned aerial vehicle platform-based airport clearance system of claim 4, wherein the optical scanning unit is configured to scan with a line scan, a cone scan, or a fiber-optic array scan.

6. The airport clearance measuring apparatus of claim 4, wherein the laser scanning ranging system is configured in any of a swing scanning mirror mode, a rotating polygon scanning mode, or a fiber scanning mode.

7. The unmanned aerial vehicle platform-based airport clearance measurement device of claim 1, wherein the mounting system comprises a main body frame, a suspended radar bin, a damping device and a radar laser head protection bin, wherein the main body frame is fixed to the bottom of the flight carrier, the suspended radar bin is arranged on the damping device, and the damping device and the radar laser head protection bin are fixed to the main body frame.

8. The airport clearance measurement device based on an unmanned aerial vehicle platform according to claim 7, wherein the main body frame consists of two coat main beams, two coat cross beams and a coat bottom plate, and is fixed on the flight carrier through screws; the shock absorption device comprises a shock absorber upper plate, a shock absorber lower plate and four shock absorption balls, wherein the shock absorber upper plate, the shock absorber lower plate and the shock absorption balls are respectively fixed on the main body frame through screws.

9. The airport clearance measuring device based on the unmanned aerial vehicle platform according to claim 7, wherein the suspended radar bin is formed by connecting four radar bin main beams and two radar bin cross beams through connecting pieces, and is fixed on the damping device through screws; the radar laser head protection bin consists of two radar protection bin components and one radar protection bin component, and is fixed on the main body frame through screws.

10. The method for using the airport clearance measuring device based on the unmanned plane platform is characterized by comprising the following steps of,

s1, preparing an unmanned aerial vehicle for aerial surveying tasks, wherein the unmanned aerial vehicle has a line planning autonomous cruising function, and plans a flight plan and designs a flight route according to the flight altitude, the flight speed and the overlapping degree in a specified size range specified by a user according to the requirements of the user; opening an unmanned aerial vehicle ground station, displaying the flight state of the unmanned aerial vehicle, and controlling the unmanned aerial vehicle; the route planning file is imported into an unmanned aerial vehicle flight control system, so that unmanned aerial vehicle autonomous cruising operation is realized; in order to improve the accuracy of data acquisition, a base station is erected on the ground to perform GNSS differential calculation; erecting an unmanned aerial vehicle and performing system debugging;

S2, after the data acquisition unmanned aerial vehicle takes off, acquiring image data according to the set parameters; collecting laser radar data; recording synchronous control data; simultaneously recording information collected by the combined inertial navigation equipment, wherein the information mainly comprises the position and posture of the camera at the exposure time and the track information of the airborne laser radar;

and S3, after the equipment withdraws the unmanned aerial vehicle task, automatically returning to the appointed place for landing, withdrawing the unmanned aerial vehicle, withdrawing the ground base station, and performing data quality inspection on the ground base station. Checking the image quality and the laser point cloud data quality;

s4, data preprocessing, wherein the unmanned aerial vehicle collects information such as airborne laser radar data and image data simultaneously in the operation process. Because the unmanned aerial vehicle onboard computer does not have real-time data processing capability, POS calculation needs to be performed on line, and point cloud data preprocessing and image position and posture information calculation are completed. Carrying out airborne POS data calculation by adopting an airborne positioning and attitude determination data processing system to obtain a track file acquired by laser point cloud data and position and attitude information of an image exposure time; resolving point cloud data by utilizing point cloud data preprocessing software matched with the airborne laser radar equipment;

and S5, obtaining measurable laser point cloud data, image data and flight track data after the initial result data is subjected to data preprocessing.