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302 results about "Measurement station" patented technology

Stationing is the fundamental system of measurement used for road layout and construction. Stations are reference points that are placed along the horizontal measurement of a route centerline or a baseline at some regular interval. Generally, the distance between two adjoining stations along a route is 100 feet.

Mixed measurement analysis method for satellite antenna

The invention relates to a mixed measurement analysis method for a satellite antenna. The method effectively solves the problems that various measurement devices are used for co-measurement to reduce detection difficulty and improve detection efficiency during a measurement process of the satellite antenna. The method comprises the steps: cubic mirror collimating measurement is carried out by electronic theodolites during antenna installation and detection processes, scanning measurement of an antenna shaped surface is carried out by a laser radar, a space point position is measured by a laser tracker, and thus the measurement of the satellite antenna is jointly completed by the various measurement devices; union calibration algorithm of 'six freedom degree measurement station three-dimensional network' is employed, a conversion relationship between measurement station coordinates and measurement coordinates is utilized, various observed value error equations are directly listed, so as to overcome shortcomings of a traditional algorithm and improve adaptability of the algorithm. The method provided by the invention is simple, is easy to operate, enables an initial value to be fast acquired, has low requirements for precise degree of the initial value, has a few iteration times, is quick in convergence speed, theoretically is an optimal solution, and has strong algorithm adaptability, high measuring efficiency, fast speed and high precision.
Owner:BEIJING SATELLITE MFG FACTORY +1

Flexible measurement and control tool system and flexible measurement and control method for large wall panels with complicated surfaces

The invention discloses a flexible measurement and control tool system for large wall panels with complicated surfaces. The flexible measurement and control tool system comprises a fixture frame assembly, a wall panel surface retaining positioning assembly, a surface measurement assembly and an assembly information integrated control system module; the fixture frame assembly is configured in such a manner that wall panel assembly mounting space is limited by the fixture frame assembly; the wall panel surface retaining positioning assembly is rotatably mounted on the fixture frame assembly and is used for mounting a wall panel assembly; the surface measurement assembly is horizontally movably mounted on the fixture frame assembly; the assembly information integrated control system module is electrically connected with the surface measurement assembly. The invention further provides a flexible measurement and control method for assembling the wall panels by the aid of the system. The flexible measurement and control tool system and the flexible measurement and control method have the advantages that positioning points can be flexibly adjusted, the flexible measurement and control tool system and the flexible measurement and control method are applicable to different types of fuselage wall panel assemblies within a certain size range, large special tools are omitted, the assembly period can be shortened, and the tool cost can be saved; assembly requirements of different types of fuselage wall panels can be quickly met, and the assembly efficiency can be obviously improved; requirements on the openness of assembly stations and visibility of measurement stations can be met by the flexible measurement and control tool system owing to the design of dynamic modules in tools.
Owner:SHANGHAI AIRCRAFT MFG +1

Flow restriction insert for differential pressure measurement

A flow rate device for measuring the flow rate of a fluid flowing through a wellbore is disclosed. The flow rate device includes a differential pressure conduit, a flow restrictor insert and a differential pressure measurement device. The differential pressure conduit is locatable in the wellbore, defines an internal bore, and is adapted to include a restriction having a cross-sectional area to increase the velocity of fluid flowing through the differential pressure conduit to create a differential pressure. The differential pressure conduit defining first and second pressure measuring stations axially spaced along the differential pressure conduit. The flow restrictor insert is located in the restriction to reduce the cross-sectional area of the restriction. The flow restrictor insert defines an internal bore having a cross-sectional area less than the cross-sectional area of the restriction. The flow restrictor insert also has a pressure measuring port aligned with the second pressure measuring station. The differential pressure measurement device has at least one pressure sensor for detecting the pressure at the first pressure station, and for detecting the pressure at the second pressure station to generate a signal indicative of the flow rate of the fluid.
Owner:SCHLUMBERGER TECH CORP

Method for improving resolving success rate of medium and long baseline GPS integral cycle fuzziness

The invention provides a method for improving resolving success rate of medium and long baseline GPS integral cycle fuzziness, and aims to provide a method with advantages of high fuzziness real solution precision and high success rate. The method is realized through a technical solution which is characterized in that the method comprises the steps of setting an elevation mask angle by means of monitoring and measuring software, acquiring rough coordinates of a main measurement station and an auxiliary measurement station, and extracting useful observation data; selecting a reference satellite, comparing observation data of the main measurement state with the observation data of the auxiliary measurement station, establishing a double-difference observation equation by means of the observation data of the main measurement station and the auxiliary measurement station, performing state updating and parameter estimation on an observed equation by means of a Kalman filter, and solving a fuzziness float solution; then, converting the fuzziness float solutions of GPS double-difference carrier L1 and L2, and forming a vector set which comprises a wide lane integral cycle fuzziness and a carrier L1 fuzziness; searching the wide lane integral cycle fuzziness by means of a LAMBDA algorithm, obtaining the integer solution of the wide lane integral cycle fuzziness after fixation, and finally determining the success rate of the resolved fuzziness through a preset threshold, and confirming a correctly resolved integral cycle fuzziness.
Owner:10TH RES INST OF CETC

Base station based air pressure relative measurement method for calculating precise elevation

InactiveCN102735213AImprove calculation conversion precisionIncrease distribution densityHeight/levelling measurementTwo temperatureEngineering
The invention discloses a base station based air pressure relative measurement method for calculating a precise elevation. The method uses a known elevation value and an air pressure measurement value of a wireless communication network base station and an air pressure measurement value of a point to be measured to calculate the elevation of the point to be measured. In particular, the base station of ground mobile communication network is installed with an air pressure measuring sensor as a relative measurement station. A base station transmission link is used to transfer the measured data to a user; the user terminal is provided with an air pressure sensor chip to measure air pressure value of the terminal, so as to facilitate calculation of a relative elevation of the terminal to an installation location of the base station air pressure sensor by utilizing the corresponding relationship between elevation and air pressure value. Similarly, if temperature values of the base station and the terminal are known, the two temperature measurement values can be used to correct the relationship between elevation and air pressure value to further improve conversion accuracy of elevation calculation. The elevation calculation value of the method of the invention can be substituted into various positioning measurement equations to further improve accuracy of three-dimensional positioning solution of the measurement equations.
Owner:NAT ASTRONOMICAL OBSERVATORIES CHINESE ACAD OF SCI +2

Bridge displacement monitoring system and bridge displacement monitoring method

The invention discloses a bridge displacement monitoring system and a bridge displacement monitoring method. The system comprises a bridge displacement monitoring device, a communication device, a data management center and a user terminal, wherein the bridge displacement monitoring device transmits monitored bridge signals to the communication device through a wireless communication module; the communication device transmits the signals to the data management center through the wireless communication module; the data management center calculates the signals and then transmits the calculated signals to the user terminal. The bridge displacement monitoring system and the bridge displacement monitoring method have the benefits that real-time and long-term monitoring of lateral displacement, longitudinal displacement and vertical displacement of a bridge can be realized through measurement stations and a reference station which are provided with built-in GNSS receivers, safe and sound monitoring and prewarning of the bridge structure are realized; the measurement stations and the reference station can be synchronously measured without intervisibility between the measurement stations and the reference station; the signals are transmitted in a wireless manner, and high-precision three-dimensional coordinates can be provided in real time, so that manual testing time is shorted, the bridge management can realize automation and intelligentizing, and bridge safety monitoring and maintenance efficiency is greatly improved.
Owner:NINGBO HAICHUANG TIANXIA INFORMATION TECH

Method for extracting elevation control point through assistance of satellite laser altimetry data

The invention provides a method for extracting an elevation control point through assistance of satellite laser altimetry data. The method is characterized in that an actual measurement waveform and a simulation observation waveform are taken as data processing objects; and by grouping the actual measurement waveform and the simulation observation waveform and considering the distance between two waveforms in the direction of the time axis and the similarity between the waveforms, through the combination of a remote sensing geometric model, registration of light spots and the topography and extraction of the elevation control point are achieved. The method comprises following steps of (1) initially refining a high-mark stereo image or an InSAR orientation parameter; (2) generating the high-mark stereo image or an InSAR DSM; (3) dividing actual measurement laser altimetry data groups; (4) extracting waveforms of the actual measurement groups; (5) searching targets and designing simulation observation; (6) carrying out simulation observation on the DSM to acquire the waveform of each simulation observation group; (7) matching the actual measurement group with the whole waveform of each simulation observation group; (8) carrying out registration on the light spot positions and the DSM plane positions; (9) matching the actual measurement group with corresponding waveform of each measurement station of the optimal simulation observation group; (10) extracting the DSM elevation system difference and the elevation control point of each light spot region; (11) extracting the elevation control point of an image; and (12) carrying out DSM elevation refinement, sensor calibration, laser altimetry and combined processing of image remote sensing data. According to the invention, registration of spatial targets of satellite laser altimetry data and satellite remote sensing data of different topographies, and extraction of the elevation control point can be achieved and spatial association can be established for combined processing of the satellite laser altimetry data and the remote sensing data.
Owner:CHINESE ACAD OF SURVEYING & MAPPING
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