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69 results about "Gps network" patented technology

Networked on-line real-time analysis system for electric power fault recording device and application of system

The invention relates to a networked on-line real-time analysis system for an electric power fault recording device. The networked on-line real-time analysis system comprises a main station system, an external network and an internal network, wherein the external network and the internal network are connected with the main station system; the main station system comprises a data server serving as an application server, a maintenance working station and a printing terminal; the maintenance working station and the printing terminal are connected in parallel; the external network comprises an external communication server which is networked with a dispatching data network through a GPS (Global Positioning System) network and a network switch; the dispatching data network is networked with a sub-station; fault recorders connected in parallel are arranged in the sub-station; the internal network comprises an internal communication server which is connected with a database server, a communication server and a WEB server, and the whole internal communication server is connected with a DMIS (Dispatching Management Information System) server group. According to the networked on-line real-time analysis system for the electric power fault recording device, fault reports and fault recording data can be quickly and accurately obtained, and a relay protector can accurately analyze and judge the fault conditions, so that the accident analysis and processing speed is increased, and the safe and stable running of the electric power system is improved. The running state of the recorder can be monitored, and the running maintenance cost for daily monitoring is reduced.
Owner:STATE GRID CORP OF CHINA +2

GPS time sequence generalized common mode error extraction method

The invention discloses a GPS time sequence generalized common mode error extraction method. According to the invention, space responses of common mode errors are analyzed, an extraction mechanism of large-area GPS network common mode errors is established, physical factors such as a correlation coefficient [rho], the distance, latitude and longitude, a local effect, a load effect, a main component contribution rate and space responses are used as evaluation factors, , a feasible estimation method is provided to the common mode errors between stations of the large-area large-scale GPS network by means of clustering analysis, and a better filtering effect is obtained; in addition, the limitation of a conventional GPS time sequence model is considered, the model errors introduced in time sequence annual and semiannual term fitting processes are weakened, the periodicity of the common mode errors is considered, and that is to say, before common mode error removing is carried out on a residual sequence, the annual and semiannual terms of an original coordinate sequence are reserved, so that the space changes and the periodical change of the common mode errors are practically reflected, and a basis is further provided for improving the precision of a GPS coordinate sequence model.
Owner:WUHAN UNIV

Estimation method of extra-long tunnel horizontal through error

ActiveCN103196425ASimple designSolving Penetration Control Measurement ProblemsHeight/levelling measurementEstimation methodsClassical mechanics
The invention relates to an estimation method of an extra-long tunnel horizontal through error. Hole exterior and hole interior control measuring errors are not inevitable when a tunnel is excavated, and so that the tunnel opposite excavation has the through error. The estimation method provided by the invention comprises the following steps of: establishing a hole exterior horizontal control network, obtaining a breakthrough point coordinate form an inlet point, an outlet point and a directional point, estimating the horizontal through error caused by a hole exterior horizontal control measuring error according to a differential formula method; and then establishing a tunnel hole interior wire network, designing the wire network from the inlet and the outlet and a through surface in a simulating manner according to an equal side, and estimating a tunnel horizontal through error caused by the hole interior wire measuring error. The estimation method provided by the invention can be used for carry outing hole exterior GPS (Global Positioning System) network and hole interior wire net simulation and flat difference without measured data, the horizontal through error caused by the hole exterior GPS network measuring error and the horizontal through error caused by the hole exterior horizontal control measuring error of any length tunnel are estimated, and the problem of extra-long tunnel control measuring horizontal through error and control network optimization design is solved.
Owner:CHINA RAILWAY FIRST SURVEY & DESIGN INST GRP

Urban public bicycle real-time online query system

The invention discloses an urban public bicycle real-time online query system. After the wireless radio frequency identification technology is adopted in the system to collect public bicycle station and electric vehicle charging station information, information of each parking space is sent to a management base station in a specific data encoding format through the wireless near-distance data transmission technology; the management base station uploads information of all stations to a Web data management platform in a GPRS network communication mode based on a hypertext transfer protocol; the Web data management platform gathers information of each station, and then the station information in the encoded format is converted and decoded by means of a data server, so a user can use a software terminal installed on an intelligent mobile terminal to have access to the Web data management server in real time through a GPS network, and real-time online query of urban public bicycle and electric vehicle charging station information is achieved.
Owner:CHENGDU UNIVERSITY OF TECHNOLOGY

Locatable wearing type tumbling monitoring system

The invention belongs to the technical field of personal safety monitoring, and particularly relates to a locatable wearing type tumbling monitoring system. The system comprises a ZigBee network, a GSM / GPS network, an upper computer and software of the upper computer. An acceleration sensor and a GSM / GPS positioning and communicating device are carried by a subject. A positioning device carries out positioning through the GPS, position information is sent to the upper computer in real time through the GPRS, the sensor measures triaxial acceleration information, the triaxial acceleration information is sent to the upper computer through the ZigBee network to be processed, the upper computer software analyzes the acceleration information, and whether the subject tumbles or not is judged according to the corresponding algorithm, wherein if the subject tumbles, the upper computer can warn and send a short message to an assigned contact person to give an alarm, and after the alarm short message is received, a specific short message can be sent to an assigned number to obtain the current position information of the subject person.
Owner:FUDAN UNIV

Method And Apparatus For Establishing Meshed GPS Network

An apparatus and method for determining real time location of assets by calculating the relative position of a plurality of GPS enabled devices transported together, taking advantage of multiple GPS enable devices being transported together including dual band GPS and averaging location data between US and European GPS data. Additionally, an IMB acts to receive GPS data from multiple devices in a shipment and IMB combines and averages data from both GPS systems to create more liable location determination.
Owner:GLOBALTRAK ACQUISITION

GPS coordinate time sequence discontinuity complementing method based on common-mode error

The invention discloses a GPS coordinate time sequence discontinuity complementing method based on a common-mode error, and the method comprises the steps: S1, selecting a medium- and small-scale GPS network, and selecting a plurality of continuity measurement stations from the continuity measurement stations in the medium- and small-scale GPS network; S2, obtaining the residual error coordinate time sequence of the continuity measurement stations according to the coordinate time sequence observation data of the continuity measurement stations; S3, selecting any one measurement station from the plurality of selected continuity measurement stations as a reference base station, and determining the common epoch of the reference station and the common continuity measurement stations in the medium- and small-scale GPS network; S4, obtaining the common-mode error that all common continuity measurement stations in the medium- and small-scale GPS network jointly act on the reference station; S5, complementing the GPS coordinate time sequence of a discontinuity measurement station in the medium- and small-scale GPS network through the common-mode error. According to the invention, the method achieves the complementing of the discontinuous data through employing the similarity of the continuous data residual error time sequence of the spatial distribution in the medium- and small-scale range, and improves the derivative quality based on the GPS coordinate time sequence.
Owner:WUHAN UNIV

Large bridge clearance height measurement method

InactiveCN103175506ASolve the lack of mutual visionSolve the problem of large height differenceHeight/levelling measurementReal Time KinematicEngineering
The invention discloses a large bridge clearance height measurement method. The method comprises the following steps: using a GPS network RTK (real time kinematic) technology and a total-station precise triangular elevation measurement technology to obtain the elevation of points in a bridge floor in real time, carrying out bridge cross slope, bridge thickness and repairing track correction to obtain the elevation of a track beam bottom, and subtracting the elevation of the track beam bottom from the real-time water surface elevation to obtain the clearance height of a corresponding point. The method allows the beam bottom elevation of a large bridge to be measured, guarantees the reliability and the credibility of the bridge clearance height data, and can be widely used in the measurement of the practical navigation clearance height to ensure the safe pass of a ship.
Owner:SOUTHEAST UNIV

Mountain talus landslide prediction method and device

The invention relates to a mountain talus landslide prediction method and device. The prediction method starts with the dynamic analysis of the formation condition, the deformation state and the influence degree of an inducing factor of landslide, integrally determines the development degree and the dangerousness of the landslide from a macroscopic view, analyzes the development tendency of the landslide, establishes a landslide prediction model according to the displacement data of the landslide on the basis of the development tendency, carries out landslide displacement diachronic analysis and judges landslide occurrence time. The prediction device comprises a data acquisition network unit, a GPS (Global Positioning System) network transmission unit and a wireless serial port data sharing network unit, wherein the data acquisition network unit 1 consists of a terminal acquisition node, a routing node and a coordination node. The prediction method of the invention can better determine the development state of the landslide, analyze the qualitative and quantitative possibility that the landslide generates severe sliding, and make accurate discrimination on the landslides under different development stages. The prediction device has the advantages of being simple in structure, convenient in layout and use, high in technical feasibility, long in endurance time and low in energy consumption.
Owner:LIAONING TECHNICAL UNIVERSITY

Communication method and system during train crossing

The embodiment of the invention discloses a communication method and system during train crossing. The method comprises the following steps of: on the basis of a GPS (Global Positioning System) network, obtaining the position information of each crossing train; on the basis of the position information of each crossing train, obtaining the position information of each base station under a double-loop communication network; when a communication condition under crossing is met, in a communication process, writing the data information of each crossing train to the base station which meets a crossing condition by a regional control unit in the double-loop communication network; and analyzing the data information of each crossing train in a TDMA (Time Division Multiple Address) protocol by the base station, and sending communication data to each crossing train on the basis of a way of millimeter wave communication. When the embodiment of the invention is implemented, on the basis of a time slot frame in the TDMA, a corresponding time slot frame is distributed to each train under crossing, the corresponding data information is written on the basis of the time slot frame, a data communication process in the train crossing process is realized, and the use ratio of the time slot frame is improved.
Owner:北京钧威科技有限公司

Method for improving discovery of preferred mobile computing locations

A method for improving discovery of preferred mobile computing locations includes monitoring sensor data corresponding to a mobile computing device (MCD) and monitoring non-GPS network data implemented by the mobile computing device. Additionally, the method determines whether sensor data and non-GPS network data indicate that the mobile computing device is stationary within a cell site as well as scanning any network that the mobile computing device is electronically linked to. In short, the method discovers an improved preferred mobile computing location based on the sensor data and non-GPS network data that provide reliable information that the mobile computing device is stationary within the cell site. The sensor data and non-GPS network data are converged when several corresponding scans produce overlapping results.
Owner:GOOGLE TECH HLDG LLC

Method and system for automatically positioning bicycle stations based on GPS (Global Position System) network

The invention discloses a method and a system for automatically positioning bicycle stations based on a GPS (Global Position System) network. The method comprises the following steps: automatically positioning longitude and latitude information of bicycle stations by GPS1 and storing the longitude and latitude information in a database 4 of a position center server 2; sending an automatic positioning request by a user through a handheld terminal 3; positioning geographic position information by the GPS 1 according to the positioning request and sending the geographic position information and IP address and a port number of the handheld terminal 3 to the position center server 2; matching the geographic position information of the handheld terminal 3 and the longitude and latitude information of bicycle stations by the position center server 2, and sending the longitude and latitude information of nearest bicycle stations to the handheld terminal 3. By virtue of the method, the bicycle stations of cities can be automatically identified; people can conveniently borrow and return vehicles; the purpose of contributing to the cities and reducing the emission of cities really can be achieved.
Owner:湖州沃武网络科技有限公司

Universal agricultural machinery automatic driving control device

The invention discloses a general-purpose automatic driving control device for agricultural machinery. Aiming at the problems in the prior art that agricultural machinery cannot realize automatic driving, takes up manpower and has low work efficiency in practical application, the following scheme is proposed: including GPS / BD A positioning module, an intelligent controller and an agricultural machinery management platform server, the GPS / BD positioning module is used to obtain the position information of the vehicle, the intelligent controller is used to collect and control the operating parameters of the agricultural system, and the position of the agricultural machinery The information and operating parameters are uploaded to the server of the agricultural machinery management platform through the GPRS network. The server decides the operating data of the agricultural machinery, and the intelligent controller realizes the automatic driving control of the agricultural machinery according to the operating data. The invention can automatically control the agricultural machinery to work according to the established path through the obtained vehicle position and operating parameters, reduces the input of manpower, has remarkable beneficial effects, and is convenient for application and popularization.
Owner:姚刚

Drunkenness distress method and system based on GPS network

InactiveCN104469668ASave bandwidthSolve the problem that the drunk help message cannot be sentSatellite radio beaconingLocation information based serviceComputer terminalService efficiency
The invention discloses a drunkenness distress method and system based on a GPS network. The method includes the steps that a handheld terminal 1 sends a drunkenness distress signal in a fixed frequency band; a GPS device 2 receives a drunkenness distress signal, conducts positioning and sends position information of drunk people to a driver designation center server 3; the driver designation center server 3 retrieves position information of a driver designation company in a database 4 and sends the position information of the drunk people to a driver designation company terminal 5. By sending the drunkenness distress signal in the fixed frequency band through the handheld terminal, receiving the drunkenness distress signal, conducting positioning and sending the position information of the drunk people to the driver designation center server through the GPS device, and retrieving the position information of the driver designation company in the database and sending the position information of the drunk people to the driver designation company terminal through the driver designation center server, the drunkenness distress signal is sent automatically in real time, and the service efficiency and positioning accuracy of the driver designation company are improved.
Owner:湖州沃武网络科技有限公司

Vehicle robbery help seeking method and system based on GPS network

The invention discloses a vehicle robbery help seeking method and system based on a GPS network. The method includes the steps that a vehicle-mounted terminal 1 sends a vehicle robbery help seeking signal in a fixed frequency band; a GPS device 2 receives the vehicle robbery help seeking signal to position a robbed vehicle and sends the position information of the robbed vehicle to a police station center server 3; the police station center server 3 retrieves public security sub-bureau position information in a database 4 and sends the position information of the robbed vehicle to a public security sub-bureau terminal 5. According to the vehicle robbery help seeking method and system, the vehicle robbery help seeking signal in the fixed frequency band is sent through the vehicle-mounted terminal, the GPS device receives the vehicle robbery help seeking signal to position and send the robbed vehicle position information to the police station center server, the police station server retrieves the public security sub-bureau position information in the database and sends the robbed vehicle position information to the public security sub-bureau terminal, and thus real-time sending of the robbed vehicle information is achieved, and the tracking efficiency and tracking accuracy of the robbed vehicle are improved.
Owner:湖州沃武网络科技有限公司

Indoor positioning method based on GPS network and ground coordinate network

The invention discloses an indoor positioning method based on a GPS network and a ground coordinate network, and relates to the indoor positioning method; the method comprises the following steps: firstly, obtaining GPS data of assigned beacon points of a building; secondarily, obtaining an indoor space distribution information plan of a building floor; then, gridding and dividing the indoor areaaccording to positioning precision requirements, and building an indoor ground coordinate network; finally, converting and calculating indoor position GPS coordinate information according to GPS dataof the assigned beacon points and coordinates of an object in the indoor coordinate network, thus realizing indoor positioning. The method can directly obtain the indoor object GPS data without installing extra equipment, can realize indoor and outdoor compatible positioning, is strong in practical value, and wide in applications.
Owner:CHONGQING UNIV OF POSTS & TELECOMM +1
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