[go: up one dir, main page]

CN108458708A - A kind of Asset localization method and system - Google Patents

A kind of Asset localization method and system Download PDF

Info

Publication number
CN108458708A
CN108458708A CN201810068784.XA CN201810068784A CN108458708A CN 108458708 A CN108458708 A CN 108458708A CN 201810068784 A CN201810068784 A CN 201810068784A CN 108458708 A CN108458708 A CN 108458708A
Authority
CN
China
Prior art keywords
pile
data
latitude
coordinate
longitude coordinates
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810068784.XA
Other languages
Chinese (zh)
Inventor
张瑞
李仃
赵文
肖亚
祝冻
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuhan Haoyu Tianchen Science And Technology Co Ltd
Original Assignee
Wuhan Haoyu Tianchen Science And Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wuhan Haoyu Tianchen Science And Technology Co Ltd filed Critical Wuhan Haoyu Tianchen Science And Technology Co Ltd
Priority to CN201810068784.XA priority Critical patent/CN108458708A/en
Publication of CN108458708A publication Critical patent/CN108458708A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C21/00Navigation; Navigational instruments not provided for in groups G01C1/00 - G01C19/00
    • G01C21/005Navigation; Navigational instruments not provided for in groups G01C1/00 - G01C19/00 with correlation of navigation data from several sources, e.g. map or contour matching
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C22/00Measuring distance traversed on the ground by vehicles, persons, animals or other moving solid bodies, e.g. using odometers, using pedometers
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S19/00Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
    • G01S19/38Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system
    • G01S19/39Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system the satellite radio beacon positioning system transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
    • G01S19/42Determining position

Landscapes

  • Engineering & Computer Science (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • Automation & Control Theory (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

A kind of Asset localization method and system, pass through hand-held mobile terminal, it data center two parts realizes, wherein hand-held mobile terminal acquisition road network space coordinate is generated by converting to calculate by stake latitude and longitude coordinates data, it creates latitude and longitude coordinates enclosure rectangle and builds the coordinate of pile by pile database with query context, road stake pile No. is automatically generated by matching, pass through wireless network connection with data center, it is stored in data server, find the enclosure rectangle nearest apart from assets latitude and longitude coordinates position, obtain the pile No. of the enclosure rectangle, as the position pile No. of the assets.The correspondence that accuracy reliable space coordinate and pile No. is established by this system, by realizing the acquisition and processing of data, reliability is high, and stability is good, efficient, simple operation.

Description

A kind of Asset localization method and system
Technical field
The invention belongs to Asset information system management field, it is related to a kind of Asset localization method and system.
Background technology
Highway maintenance information system management be related to for national highway, save highway, county road, the roadbed of country road, road surface, Acquisition, update and the visualization of the assets such as bridge tunnel structure, equipment along road are presented.Currently, most domestic highway administration unit Highway asset management system is all established to be managed to the Asset in region within the jurisdiction, traditional highway asset management system System uses single machine database, function more lay particular emphasis on the inquiry of data, handle, import and export substantially.And the business of early stage departmentalization System Construction pattern, lacks unified planning and Top-layer Design Method, and the data of the asset management system are difficult to form branch to operation system It supports, cannot achieve between data and effectively share, and lack high-precision, the strong data collecting system of stability.A set of high-precision number It can guarantee the accuracy of the asset data spatial position of acquisition according to acquisition system, in conjunction with visualized map, user is easy for energy The physical location of corresponding assets is found by assets latitude and longitude coordinates.When data exchange is carried out between highway administration unit at present, General pass course title, road width (uplink and downlink), pile No. describe the physical location of specific asset.
Invention content
For lacking a set of high-precision, accurately and reliably Asset localization method and system at present come the space to assets Coordinate and the correspondence of pile No. carry out high precision collecting and generate, and the present invention provides a kind of Asset localization method and are System, the technical issues of for solving accurately to match the space coordinate of Asset with pile No..
To achieve the goals above, the present invention provides a kind of Asset localization methods, using hand-held mobile terminal, number Realized according to two, center part, wherein hand-held mobile terminal gathered data, with data center by wireless network connection into The acquisition and processing of row data, the acquisition and processing of the data include the following steps:
S1, hand-held mobile terminal acquire road network latitude and longitude coordinates information according to preset time interval;
S2, coordinate of pile by pile data are generated according to the collected road network latitude and longitude coordinates information of hand-held mobile terminal;
S3, it is to generate pile No. data by stake latitude and longitude coordinates data creation enclosure rectangle:It specially gives and is each closed by stake point Join a pile No., obtain obtained in S2 by stake latitude and longitude coordinates data, using it is each by stake point coordinates as rectangular centre basic point, root According to preset rectangle catercorner length range, coordinate of pile by pile data creation enclosure rectangle is given, the longitude and latitude that rectangle is surrounded is sat Mark data are associated with corresponding pile No.:
S4, data center store pile No. data;
S5, the enclosure rectangle nearest apart from the assets latitude and longitude coordinates position that handheld mobile device positions is found, according to step Incidence relation in rapid S3 between enclosure rectangle and corresponding pile No. data, obtains the pile No. of the enclosure rectangle, as this The position pile No. of assets.
In a kind of Asset localization method of the present invention, the step S2 is realized by following below scheme:
S21:The longitude and latitude of 2 points of starting point and terminal being acquired according to prefixed time interval according to hand-held mobile terminal is sat It is as follows that mark solves d, calculation formula at the distance between 2 points:
Wherein haversin function expressions are haversin (θ)=sin2(θ/2)=(1-cos (θ))/2
Wherein R is earth radius,The latitude of 2 points of the beginning and end respectively obtained, Δ λ are obtained The difference of point and 2 longitudes of terminal;
S22 is by the latitude and longitude coordinates of starting pointCalculating is just being calculated using Gauss under Gauss plane coordinate system Projection coordinate (X0, Y0), whereinGK () represents Gaüss-Krüger projection;
S23:Following steps are proceeded by up to calculating to acquisition terminal from K=0:
According to k-th by stake point and K+1 by distance S and azimuth alpha between stake point, calculate K+1 by Projection coordinate (X of the stake point under the Gauss plane coordinate systemk+1, Yk+1):Wherein Xk+1=Xk+ S*cos (alpha), Yk+1=Yk + S*sin (alpha) then obtains the K+1 latitude and longitude coordinates by stake point using Gauss inverse K is updated to K+1.
The present invention also provides a kind of Asset positioning system, handhold mobile terminal equipment logs in number under WIFI modes According to center, when gathered data, obtains space coordinate, passes through network transmission to data processing centre, and data center carries out Match, automatically generates pile No. information and pass through in wireless network transmissions to handhold mobile terminal equipment.
Further, in a kind of Asset positioning system of the present invention, the hand-held mobile terminal includes hand-held moves Dynamic PDA.
Further, in a kind of Asset positioning system of the present invention, the data of acquisition can be by WebGIS with can Form depending on changing map is shown, and platform user can call the data one-key output assets acquisition report that data center stores.
Further, in a kind of Asset positioning system of the present invention, including following submodule:
Coordinate of pile by pile data generation module is used for being given birth to according to the collected road network latitude and longitude coordinates information of hand-held mobile terminal At coordinate of pile by pile data;
By stake point pile No. data generation module, it is used for being coordinate of pile by pile data creation enclosure rectangle, generates by stake point pile No. Data;
Data memory module is used for storing pile No. data in the data center;
Assets pile No. generation module, for generating the assets pile No. of handheld mobile device positioning.
Further, the present invention a kind of Asset positioning system in, the pile No. data generation module include with Lower submodule:
Distance solves module, 2 points of the starting point that is used for being acquired according to preset time according to hand-held mobile terminal and terminal Latitude and longitude coordinates solve the distance between 2 points d;
Projection coordinate's generation module, the latitude and longitude coordinates for acquiring hand-held mobile terminal are converted into projection coordinate;
Coordinate of pile by pile generation module, for generating each latitude and longitude coordinates by stake point.
With existing Technical comparing, it is an advantage of the invention that:
1, high-precision data collecting system ensure that the accuracy of the asset data spatial position of acquisition, in conjunction with visual Change map, user is easy for that the physical location of corresponding assets can be found by assets latitude and longitude coordinates.The asset data of acquisition Pile No. information and the nominal pile No. of practical mileage between error very little, fully meet real work demand and industry data exchange want It asks.
2. during system use, the information such as route, uplink and downlink, pile No. can be by system Auto-matching, class of assets, attribute Information also need to only be simply chosen, more efficient compared to traditional acquisition software, and accuracy higher, operate also more just It is prompt;
2, key output assets acquire report, avoid secondary acquisition or the arrangement of data, reduce interior industry labor intensity;
3, the basic data of acquisition production can effectively support the other operation systems of highway, be conducive to system Between resource integrated, realize data sharing.
Description of the drawings
Present invention will be further explained below with reference to the attached drawings and examples, in attached drawing:
Fig. 1 is that system of the embodiment of the present invention forms frame diagram;
Fig. 2 is that gathered data of the present invention automatically generates pile No. flow chart;
Fig. 3 is that assets pile No. of the embodiment of the present invention obtains schematic diagram.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, below in conjunction with attached drawing and example, to this Invention is further elaborated.
Asset positioning system system of the present invention composition frame diagram is shown in Fig. 1, whole system Nei You data centers, base station, Mobile PDA, platform user, movement/unicom launching tower, GNSS satellite, CORS1 and CORS2, wherein data center and each base station Using optical fiber/ADSL connections, platform user and movement/unicom launching tower by network connection to data center, CORS1 and CORS2 and data are communicated centrally through real-time performance data.Sampling instruments of the PDA as highway foundation data, using the Big Dipper+ The integrated navigation of GPS+GIONASS multisystems, positioning, time service, and combine CORS (a kind of satellite positioning tech, computer network skill The product that the multi-party bit depth of a variety of new and high technologies such as art, digital communication combines) technology, GIS (GIS-Geographic Information System) technology, calculating Machine, which models, and the technologies such as application are connected by wireless network with data center realizes data exchange.This system has positioning accuracy high (up to Centimeter Level), high dynamic, it is anti-interference the features such as.
High-precision data collecting system ensure that the accuracy of the asset data spatial position of acquisition, in conjunction with visually Figure, user are easy for that the physical location of corresponding assets can be found by assets latitude and longitude coordinates.But consider highway administration list When carrying out data exchange between position, general pass course title, road width (uplink and downlink), pile No. describe the actual bit of specific asset It sets.Therefore, a set of fine granularity, accurately and reliably space coordinate and pile No. correspondence are established, is the pass of the assets positioning system Key.The assets positioning system gathered data automatically generates pile No. flow chart and sees Fig. 2, described in detail below:
1. road network latitude and longitude coordinates acquire
Road network acquisition, which is divided into, is actually embedded with kilometer stone section (such as highway, state's provincial highway, County Roads), in not being embedded with actually The section (Ru Cundao) of journey stake only needs setting time interval to acquire section space bit for not being embedded with the section of kilometer stake actually Coordinate information is set, for being actually embedded with the section of kilometer stake, except being adopted to section spatial positional information by setting time interval Collection, it is also necessary to acquire the location information of each whole kilometer stake.
2. generating road network by stake point pile No.
For being actually embedded with the section of kilometer stone, need to consider pile No. indicated by kilometer stone with according to high-precision GPS Relationship between the actual range that data are calculated.Such as:It is 1100 meters when certain section calculates distance, and practical pile No. is designated as At 1000 meters, section should be compressed in proportion, and each meter of latitude and longitude coordinates are calculated in conjunction with azimuth.
The calculation formula of distance is solved according to 2 latitude and longitude coordinates that the time of setting acquires according to hand-held PDA:
Wherein haversin function expressions are haversin (θ)=sin2(θ/2)=(1-cos (θ))/2
R is earth radius, can be averaged 6371km;φ 1, φ 2 indicates the latitude of beginning and end;Δ λ indicates starting point With the difference of terminal longitude.
According to the latitude and longitude coordinates of starting point, to by stake point 1 distance and azimuthal angle calculation by stake point 1 latitude and longitude coordinates:
First by the longitude and latitude (φ of starting point00) the projection seat calculated under Gauss plane coordinate system of just being calculated using Gauss Mark (X0,Y0)。(X0,Y0)=GK (φ00), GK () represents Gaüss-Krüger projection.Wherein Gauss is just at last by geodetic coordinates Gauss plane coordinate is solved, Gaüss-Krüger projection is the one kind in earth ellipsoid face and interplanar orthomorphic, in the present embodiment For latitude and longitude coordinates are converted into plane orthomorphic coordinate.
Then according to starting point and the first distance S and azimuth alpha by stake point, calculate first coordinate (X1, Y1), wherein X1=X0+ S*cos (alpha), Y1=Y0+S*sin(alpha).Finally utilize Gauss inverse (L1,B1)=GK-1(X1,Y1) first longitude and latitude (φ by stake point can be calculated11).Wherein Gauss inverse refers to by Gauss plane coordinate Solve geodetic coordinates.Wherein S takes 1.1 meters.
Calculate successively second by stake point, third by stake point until the 999th latitude and longitude coordinates by stake point.
3. creating enclosure rectangle for coordinate of pile by pile tables of data generates pile No.
The coordinate of pile by pile data of generation, mainly provide basic data branch for assets acquisition system and other operation systems Support,
For realizing conversion of the spatial data to pile No. data, if not being by one matched model of stake data creation It encloses, system can not will almost get pile No. information.According to the catercorner length range of the enclosure rectangle of setting, coordinate of pile by pile is given Data creation enclosure rectangle, enclosure rectangle frame number one pile No. of association, data center's clothes are stored in by the pile No. of generation It is engaged in device, builds the coordinate of pile by pile database with query context.
4. the storage of gathered data
In view of the working characteristics of highway industry, when commencing business work, stability, accuracy, the ease for use of system No doubt important, system when the network information is bad can normal use, the numerous hazardous environment of vehicle can first select fill out it is main Complementary properties information is all problem needed to be considered after information.The Asset acquisition system has fully considered factors above, can The logon data center under WIFI environment, when assets acquire, user need to only take pictures to assets at the scene, space coordinate And pile No. information is obtained automatically by system, other information can be submitted after mobile phone terminal or the ends Web improve.
The asset data of acquisition can be shown by WebGIS in the form of map special layer, and clicking assets icon can Check the details of assets.
5. the acquisition of assets pile No.
Assets pile No. obtains schematic diagram and sees Fig. 3.Scale represents the pile No. position by stake point in Fig. 3, and quadrangle represents each By the rectangular envelope region of stake point.Highway business processing personnel hold mobile PDA positioning assets position when carrying out business processing Set, two as shown in Fig. 3 assets 1 and assets 2 at assets.It searches assets to fall in which rectangle frame, take nearest apart from the assets The associated pile No. of rectangle frame is the pile No. of the assets.Assets 1 are located at No. 2 by stake point enclosure rectangle, and the position of assets 1 is defined At No. 2 stakes.The position of assets 2 is nearest by stake point enclosure rectangle from No. 4, and the position of assets 2 is defined as at No. 4 stakes.Through surveying Examination, pile No. information and the nominal pile No. error of practical kilometer stone of the asset data of acquisition can be controlled within 1 meter, fully meet Real work demand and industry data, which exchange, to be required.
The embodiment of the present invention is described with above attached drawing, but the invention is not limited in above-mentioned specific Embodiment, the above mentioned embodiment is only schematical, rather than restrictive, those skilled in the art Under the inspiration of the present invention, without breaking away from the scope protected by the purposes and claims of the present invention, it can also make several Improvement and deformation, all of these belong to the protection of the present invention.

Claims (7)

1. a kind of Asset localization method is realized using two hand-held mobile terminal, data center parts, wherein hand-held Mobile terminal gathered data carries out the acquisition and processing of data with data center, which is characterized in that institute by wireless network connection The acquisition and processing for stating data include the following steps:
S1, hand-held mobile terminal acquire road network latitude and longitude coordinates information according to preset time interval;
S2, coordinate of pile by pile data are generated according to the collected road network latitude and longitude coordinates information of hand-held mobile terminal;
S3, it is to generate pile No. data by stake latitude and longitude coordinates data creation enclosure rectangle:It specially gives each by stake point association one A pile No., obtain obtained in S2 by stake latitude and longitude coordinates data, using it is each by stake point coordinates as rectangular centre basic point, according to pre- If rectangle catercorner length range, give coordinate of pile by pile data creation enclosure rectangle, the latitude and longitude coordinates number that rectangle is surrounded It is associated according to corresponding pile No.;
S4, data center store pile No. data;
S5, the enclosure rectangle nearest apart from the assets latitude and longitude coordinates position that handheld mobile device positions is found, according to step S3 Incidence relation between middle enclosure rectangle and corresponding pile No. data, obtains the pile No. of the enclosure rectangle, as the assets Position pile No..
2. a kind of Asset localization method according to claim 1, which is characterized in that the step S2 passes through to flow down Cheng Shixian:
S21:The latitude and longitude coordinates of 2 points of starting point and terminal being acquired according to prefixed time interval according to hand-held mobile terminal are asked The distance between 2 points d are solved, calculation formula is as follows:
Wherein the expression formula of haversin functions is haversin (θ)=sin2(θ/2)=(1-cos (θ))/2
Wherein R is earth radius,The latitude of 2 points of the beginning and end respectively obtained, Δ λ be obtain starting point and The difference of 2 longitudes of terminal;
S22:By the latitude and longitude coordinates of starting pointJust calculated using Gauss and is calculating projection under Gauss plane coordinate system Coordinate (X0, Y0), whereinGK () represents Gaüss-Krüger projection;
S23:Following steps are proceeded by up to calculating to acquisition terminal from K=0:
K+1 are calculated by stake point by distance S and azimuth alpha between stake point by stake point and K+1 according to k-th Projection coordinate (X under the Gauss plane coordinate systemk+1, Yk+1):Wherein Xk+1=Xk+ S*cos (alpha), Yk+1=Yk+S* Sin (alpha) then obtains the K+1 latitude and longitude coordinates by stake point using Gauss inverse K is updated to K+1.
3. a kind of Asset positioning system, which is characterized in that handhold mobile terminal equipment is logged under WIFI modes in data The heart, when gathered data, obtain space coordinate, and by network transmission to data processing centre, data center is matched, Pile No. information is automatically generated to pass through in wireless network transmissions to handhold mobile terminal equipment.
4. a kind of Asset positioning system according to claim 1, which is characterized in that the hand-held mobile terminal includes Hand-held mobile PDA.
5. a kind of Asset positioning system according to claim 1, which is characterized in that the data of acquisition can pass through WebGIS is shown in the form of visualized map, and platform user can call the data one-key output assets that data center stores Acquire report.
6. a kind of Asset positioning system, which is characterized in that include following submodule:
Coordinate of pile by pile data generation module, be used for according to the collected road network latitude and longitude coordinates information of hand-held mobile terminal generate by Stake coordinate data;
By stake point pile No. data generation module, it is used for being coordinate of pile by pile data creation enclosure rectangle, generates by stake point pile No. data;
Data memory module is used for storing pile No. data in the data center;
Assets pile No. generation module, for generating the assets pile No. of handheld mobile device positioning.
7. Asset positioning system according to claim 7, which is characterized in that described by stake point pile No. data generation module Including following submodule:
Distance solves module, the longitude and latitude of 2 points of starting point and terminal being used for being acquired according to preset time according to hand-held mobile terminal It spends coordinate and solves the distance between 2 points d;
Projection coordinate's generation module, the latitude and longitude coordinates for acquiring hand-held mobile terminal are converted into projection coordinate;
Coordinate of pile by pile generation module, for generating each latitude and longitude coordinates by stake point.
CN201810068784.XA 2018-01-24 2018-01-24 A kind of Asset localization method and system Pending CN108458708A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810068784.XA CN108458708A (en) 2018-01-24 2018-01-24 A kind of Asset localization method and system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810068784.XA CN108458708A (en) 2018-01-24 2018-01-24 A kind of Asset localization method and system

Publications (1)

Publication Number Publication Date
CN108458708A true CN108458708A (en) 2018-08-28

Family

ID=63238876

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810068784.XA Pending CN108458708A (en) 2018-01-24 2018-01-24 A kind of Asset localization method and system

Country Status (1)

Country Link
CN (1) CN108458708A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109344167A (en) * 2018-09-03 2019-02-15 中交公路规划设计院有限公司 A kind of live real-time location method and system of transportation asset component
CN112580833A (en) * 2020-12-07 2021-03-30 武汉羿畅科技有限公司 Rural highway maintenance informatization management system

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102147261A (en) * 2010-12-22 2011-08-10 南昌睿行科技有限公司 Method and system for map matching of transportation vehicle GPS (Global Position System) data
CN104463458A (en) * 2014-12-04 2015-03-25 广东能达高等级公路维护有限公司 Expressway daily maintenance information management system
CN106971683A (en) * 2017-04-05 2017-07-21 山东慧行天下文化传媒有限公司 The intelligent guide guide system and method for inverse are just being calculated based on map reference

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102147261A (en) * 2010-12-22 2011-08-10 南昌睿行科技有限公司 Method and system for map matching of transportation vehicle GPS (Global Position System) data
CN104463458A (en) * 2014-12-04 2015-03-25 广东能达高等级公路维护有限公司 Expressway daily maintenance information management system
CN106971683A (en) * 2017-04-05 2017-07-21 山东慧行天下文化传媒有限公司 The intelligent guide guide system and method for inverse are just being calculated based on map reference

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109344167A (en) * 2018-09-03 2019-02-15 中交公路规划设计院有限公司 A kind of live real-time location method and system of transportation asset component
CN112580833A (en) * 2020-12-07 2021-03-30 武汉羿畅科技有限公司 Rural highway maintenance informatization management system
CN112580833B (en) * 2020-12-07 2022-04-19 武汉羿畅科技有限公司 Rural highway maintenance informatization management system

Similar Documents

Publication Publication Date Title
CN108037723A (en) A kind of highway maintenance Information Management System
CN101105524A (en) Quick cadastral survey measurement and data processing method based on real-time dynamic positioning technology
CN104462298A (en) Cadastral surveying system and method achieving automatic cadastral mapping
CN112146634B (en) Mapping method based on municipal engineering
CN103885069A (en) Long-distance pipeline GPS control measurement method based on CORS
CN106156883A (en) A kind of work transmission line early stage tower-pole planning method
CN102495413A (en) Method for acquiring transmission line tower coordinate
CN102446394A (en) Tide level data transmission and control method based on Beidou satellite system
CN109115190A (en) Low and medium voltage distribution network engineering survey intelligent terminal Internet-based and method
CN103808307B (en) Portable tablet type engineering geological surveying and mapping working method based on windows
CN104864858A (en) Laying method and device of engineering control network
CN102223709B (en) Method for acquiring specific reference Gaussian plane rectangular coordinate based on continuous operational reference system (CORS) in real time
CN108458708A (en) A kind of Asset localization method and system
CN101846512B (en) Method for implementing land patrol
CN103023997A (en) Massive geographical information name and address conversion method and device based on grid caching technology
CN109520505A (en) A kind of independent navigation topological map generation method
CN106557600A (en) A kind of power transmission tower unequal leg and the emulation mode on basis
CN105806304B (en) Antenna direction angle measuring method and device
CN108345010A (en) The surveying and locating system and setting out method applied based on Big Dipper satellite signal and Android
CN112197703A (en) Leveling roadbed engineering receiving method based on unmanned aerial vehicle laser ranging
CN203250029U (en) Novel high-precision GIS hand-held range-finding device
CN102121825A (en) Method for measuring river-crossing levelling altitude difference by using GPS (global positioning system)
CN201859533U (en) Tide level data transmission and control system based on compass satellite system
CN102831180A (en) Equipment and method for converting space references of land supervision data
CN114167450A (en) A high-precision positioning Beidou ground-based augmentation system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20180828

WD01 Invention patent application deemed withdrawn after publication