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214 results about "Gps measurement" patented technology

A GPS receiver measures the distance to a satellite using the travel time of radio signals. By accurately measuring the distance from 3 satellites it is possible to find your position anywhere on Earth. For GPS to work we must be able to 1) measure travel time very accurately, 2) know the exact location...

Inertial GPS navigation system with modified kalman filter

An inertial (“INS”)/GPS receiver includes an INS sub-system which incorporates, into a modified Kalman filter, GPS observables and/or other observables that span previous and current times. The INS filter utilizes the observables to update position information relating to both the current and the previous times, and to propagate the current position, velocity and attitude related information. The GPS observable may be delta phase measurements, and the other observables may be, for example, wheel pick-offs (or counts of wheel revolutions) that are used to calculate along track differences, and so forth. The inclusion of the measurements in the filter together with the current and the previous position related information essentially eliminates the effect of system dynamics from the system model. A position difference can thus be formed that is directly observable by the phase difference or along track difference measured between the previous and current time epochs. Further, the delta phase measurements can be incorporated in the INS filter without having to maintain GPS carrier ambiguity states. The INS sub-system and the GPS sub-system share GPS and INS position and covariance information. The receiver time tags the INS and any other non-GPS measurement data with GPS time, and then uses the INS and GPS filters to produce INS and GPS position information that is synchronized in time. The GPS/INS receiver utilizes GPS position and associated covariance information and the GPS and/or other observables in the updating of the INS filter. The INS filter, in turn, provides updated system error information that is used to propagate inertial current position, velocity and attitude information. Further, the receiver utilizes the inertial position, velocity and covariance information in the GPS filters to speed up GPS satellite signal re-acquisition and associated ambiguity resolution operations
Owner:NOVATEL INC

Multi-sensor combined navigation system for aviation

InactiveCN101865693AImprove positioning and speed accuracyLow costInstruments for comonautical navigationAviationGyroscope
The invention relates to a multi-sensor combined navigation system for aviation, and the system comprises an MSINS unit, a GPS unit, a magnetic compass unit, a liquid crystal display unit, a data transmission interface unit, a combined navigation computer, a data storage unit and a power supply device. The MSINS unit is used for acquiring signals of an accelerometer and a gyroscope, carrying out filtration and amplification and sending the signals to a DSP for carrying out algorithm processing; a GPS module is used for outputting longitude, latitude, altitude and velocity values of X, Y and Z axes based on a geocentric coordinate system measured by the GPS; the magnetic compass unit is used for outputting three-dimensional attitude information measured by a three-axis magnetic compass; the combined navigation computer is used for receiving signals outputted by an inertial measurement unit, the GPS module and the magnetic compass, applying the federated Kalman filtering algorithm to carry out fusion treatment on data and obtaining combined navigation data; and the data storage unit is used for saving original data and result data. The system has the advantages of small volume, low cost, high reliability and high precision.
Owner:TIANJIN UNIV OF TECH & EDUCATION TEACHER DEV CENT OF CHINA VOCATIONAL TRAINING & GUIDANCE

Accelerometer calibration method based on GPS velocity information

The invention, which belongs to the combined navigation technology field, discloses an accelerometer calibration method based on GPS velocity information. The method comprises the following steps: step 1, collecting measurement data of a GPS measurement system and a DR measurement system; step 2, determining usability of the GPS measurement data; step three, employing a least square method to estimate a scale factor and a zero offset error of an accelerometer; step four, comparing estimation values of the scale factor and the zero offset error of the accelerometer with estimation values of a preset accelerometer scale factor and a preset accelerometer zero offset error to determine whether updating is carried out; and step five, meeting a time interval requirement and then returning to the step two to carry out next calibration. According to the invention, a GPS characteristic that the GPS enables a measurement value precision to be high at a linear motion segment with good signal reception and high speed is utilized to realize dynamic calibration on an accelerometer, so that calibration parameter of the accelerometer can be updated regularly and an influence on the system precision by a zero offset change caused by different starting and temperature changes can be reduced. Moreover, the realization is simple, the calculation amount is small, and the result is reliable.
Owner:BEIHANG UNIV

Precise plane coordinate correction method in laser radar scanning measurement

The invention discloses a precise plane coordinate correction method in laser radar scanning measurement. The method comprises the following steps of: a, designing and spraying a control sign: arranging control signs along the path in a staggered form on the two sides of a highway; b, selecting a control point for the feature signs formed by two crossed straight lines along the existing road; c, laser radar scanning: determining the laser radar scanning measurement mode; d, measuring a control point, wherein the control point plane measurement adopts GPS (global position system) static positioning measurement, and a net structure is formed; e, controlling sign extraction: accurately extracting the position of the laser radar point cloud data plane of the control sign by use of the information of the laser radar point cloud data; and f, precisely correcting the laser radar point cloud plane coordinate: performing precise plane coordinate processing on the laser data according to the GPS measurement result at the control point and the laser radar point cloud extraction result of the control sign. The method has high precision, low cost and high efficiency, and is easy to implement, simple and convenient to operate and suitable for precise plane coordinate correction in the laser radar scanning measurement for road reconstruction and expansion.
Owner:CCCC SECOND HIGHWAY CONSULTANTS CO LTD

In-situ injection of soil and groundwater - high pressure rotary jet grouting in-situ remediation system and method

An in-situ injection of soil and groundwater—high pressure rotary jet grouting in-situ remediation system and method. The system has an agent dispensing station, high pressure grouting pump, air compressor, rotary jet grouting drilling machine, second double-pipe water flow joint, automatic lifting mechanism for grouting drill pipe of rotary jet grouting drilling machine, high pressure jet drill pipe, inner tube for high pressure jet triple drill pipe, outer tube for high pressure jet triple drill pipe, agent jet nozzle, an air jet nozzle, cemented carbide block and a drill bit. Parameters are arranged according to the triangle method to ensure that the remediation area is covered within the diffusion radius of the agent. After positioning the GPS measuring point, a guided-boring rig is positioned at the center of the injection point. The high pressure injection remediation uses a double-pipe: using gas and liquid fluids to spread the soil while cutting the soil from bottom to top to achieve thorough mixing of the remediation agent with soil and groundwater; quickly combining laboratory testing to obtain parameters for remediation agent residues, pH values, and contaminant concentrations to verify the in-situ remediation effect and monitor the residual agent.
Owner:BCEG ENVIRONMENTAL REMEDIATION CO LTD

Vehicle navigation apparatus providing rapid correction for excessive error in dead reckoning estimates of vehicle travel direction by direct application of position and direction information derived from GPS position measurement data

In a vehicle navigation apparatus having a control section which calculates relative vehicle positions and travel direction by dead reckoning calculations based on outputs from on-board sensors and periodically acquires GPS measurement data via a GPS receiver and applies error-reduction filter processing to these data to obtain position and travel direction information for correcting the calculated relative positions, the apparatus has a function for detecting that a travel direction obtained by dead reckoning contains an excessive error, and when that condition is detected, for directly applying an estimated vehicle position and travel direction derived directly from the GPS data, without filter processing, to correct the corresponding relative position and travel direction estimates. Rapid correction can thereby be achieved when the vehicle has been operated in a condition whereby a large amount of error has suddenly arisen in the travel direction that is estimated by the apparatus through dead reckoning calculation, e.g., after the vehicle has been rotated on a turntable with the vehicle navigation apparatus inoperative.
Owner:DENSO CORP

Made-in-China satellite laser altimeter on-orbit geometric calibration method and system

ActiveCN105842679ASolve installation deviationSolve the errorWave based measurement systemsTerrainOptoelectronics
The invention discloses a made-in-China satellite laser altimeter on-orbit geometric calibration method and a made-in-China satellite laser altimeter on-orbit geometric calibration system. The made-in-China satellite laser altimeter on-orbit geometric calibration method comprises the steps of: measuring terrain of a calibration field by utilizing an airborne laser radar or GPS before satellite top-crossing; fitting a surface geometry model of the calibration field by adopting laser radar point clout data or ground GPS measurement data; and placing a laser point of a satellite laser altimeter on a known plane as a constraint condition, establishing a satellite laser altimeter strict geometric calibration model, utilizing a least square principle, and solving a geometric calibration parameter of the satellite laser altimeter. The made-in-China satellite laser altimeter on-orbit geometric calibration method and the made-in-China satellite laser altimeter on-orbit geometric calibration system can effectively solve the problem that positioning precision of a laser spot is not high due to installation deviation of the satellite laser altimeter and errors of laser range finding by utilizing ground natural terrain during satellite transition, increase measuring precision of the made-in-China satellite laser altimeter, and have high applicability and practical value.
Owner:SHANGHAI INST OF TECHNICAL PHYSICS - CHINESE ACAD OF SCI

Shallow river water depth surveying and mapping method and system based on unmanned aerial vehicle multi-view shooting

The present invention discloses a shallow river water depth surveying and mapping system and method based on unmanned aerial vehicle multi-view shooting. The method comprises step S1: determining a surveying time, a surveying area and surveying precision; S2: setting ground control points GCPs in the surveying area, and using a positioning instrument to perform positioning on the control points; S3: planning a flight line of an unmanned aerial vehicle, and performing aerial shooting according to the pre-determined air line; and S4: using unmanned aerial vehicle image analysis software to process an image of the multi-view shooting in step S3, surveying an orthoimage and a digital surface elevation model of the area, and applying an optical model water depth inverse program to perform refraction correction and to perform inversion to obtain a water depth value of a shallow river. Compared with conventional GPS measurement, total station measurement and echo sounding, the method is time-saving, labor-saving and cost-saving, causes no damage to a water body and a river bed, and has relative high execution efficiency; and water depth surveying and mapping is extended from point measurement to face measurement, a relatively high spatial resolution is provided, and water depth measurement precision and a spatial resolution are also improved.
Owner:INST OF GEODESY & GEOPHYSICS CHINESE ACADEMY OF SCI

Track curve parameter measuring device and method

A rail curve parameter measuring device comprises a fixed measuring vehicle which is provided with an electronic total station, a vehicle mounted computer and a fixed vehicle global positioning system; a movable measuring vehicle which is provided with a front-end reflection object, a movable global positioning system, a wireless data transmission system and a tilt angle sensor; and a global positioning system base station. The method comprises the following steps: the search range of the total station to the front-end reflection object is calculated and the total station is controlled to turn to the position through the RTK-GPS measurements of geodetic coordinates of the movable measuring vehicle and the fixed measuring vehicle at the both ends of the rail section; the total station locks the front-end reflection object and measures the coordinate data thereof within the designated range, the vehicle mounted computer calculates the current rail parameters according to the coordinate and the value of the tilt angle sensor; the movable vehicle is driven to the fixed vehicle along the rail, and the vehicle mounted computer continuously calculate the rail parameters according to the new data. The rail curve parameter measuring device combines the GPS measurement and the total station optical measurement to realize the rail parameter measurement, utilizes the GPS data to control the direction orienteering of the total station, and allows the total station to carry out the precise measurement.
Owner:ZHUZHOU CSR TIMES ELECTRIC CO LTD +1
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