KR20130039605A - Surveying system - Google Patents
Surveying system Download PDFInfo
- Publication number
- KR20130039605A KR20130039605A KR1020110104278A KR20110104278A KR20130039605A KR 20130039605 A KR20130039605 A KR 20130039605A KR 1020110104278 A KR1020110104278 A KR 1020110104278A KR 20110104278 A KR20110104278 A KR 20110104278A KR 20130039605 A KR20130039605 A KR 20130039605A
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- Prior art keywords
- editing
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- information
- digital map
- path
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Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
- G01C11/04—Interpretation of pictures
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/02—Means for marking measuring points
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Systems or methods specially adapted for specific business sectors, e.g. utilities or tourism
- G06Q50/10—Services
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T11/00—2D [Two Dimensional] image generation
- G06T11/60—Editing figures and text; Combining figures or text
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- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B29/00—Maps; Plans; Charts; Diagrams, e.g. route diagram
- G09B29/003—Maps
- G09B29/004—Map manufacture or repair; Tear or ink or water resistant maps; Long-life maps
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- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B29/00—Maps; Plans; Charts; Diagrams, e.g. route diagram
- G09B29/003—Maps
- G09B29/006—Representation of non-cartographic information on maps, e.g. population distribution, wind direction, radiation levels, air and sea routes
- G09B29/007—Representation of non-cartographic information on maps, e.g. population distribution, wind direction, radiation levels, air and sea routes using computer methods
Abstract
Description
The present invention relates to a digital map editing system, and more particularly, to a digital map editing system for editing a digital map in order to ensure the accuracy of the digital map created earlier.
The digital map means that digital maps are produced by digitally analyzing various topographical data obtained by surveying maps, aerial photographs, satellite images, etc. from existing analog paper maps. In general, the process of constructing a digital map is as follows.
When the paper map is digitized or scanned to form a digital map, the paper map is converted into an actual coordinate system according to the user's purpose through coordinate transformation.
After that, the terrain data is input to the digital map that establishes the topological structure to grasp the inter-location and the relationship between the spatial objects.
The digital maps produced in this way enable faster and more accurate map retrieval than paper maps, and are superior in information management and usability to support various planning and decision making.
However, since the topographical data input to the digital map is input through the reading of aerial photographs and satellite images, the digital map which symbolizes and simplifies the topographical information obtained from the orthogonal photographs has a lot of difference from the shape of the real thing, and thus the variation of the topography and facilities. It is difficult to guarantee the accuracy of the terrain data 100% because it does not reflect the fact as it is.
In particular, recently, the development of building technology, such as the form of the building has been limited in expression, such as the form of the roof can not be identified in the orthogonal picture, the building is limited in expression.
As a result, digital map makers perform field surveys to ensure the accuracy of digital maps, and there is a need for an operation to effectively and accurately edit digital maps and topographical data of digital maps while performing field surveys.
In Korean Patent Registration No. 10-0929892, the route information of the editing system is measured and compared with the route information on the previously stored digital map, and then merged, divided, or modified specific areas of the digital map according to the comparison result. A method of editing and editing of mismatched attribute information is disclosed. However, since this is only editing the digital map for the field survey area, there is a problem that the accuracy of the digital map is still not 100% guaranteed in the case where the field survey is not performed.
On the other hand, as the importance of GIS increases, the digital map information used in public institutions and specific institutions is produced and sold commercially for the general public. However, there are cases where illegally produced GIS information is illegally distributed or stolen, and efforts are being made to prevent it when producing digital maps.
Accordingly, the present inventors have made diligent efforts to solve the above problems, and compares the route information on the digital map with the actual site survey information of the corresponding area, and determines whether the path is matched and guides the area with the mismatched path. When the digital map editing system including the survey area selection unit is used, it is not necessary to conduct a field survey for all the extensive areas on the digital map, confirming the fact that it is effective in terms of time and economics, and thus, the present invention has been completed.
In order to solve the conventional problems as described above, an object of the present invention is to provide a digital map editing system that can ensure the accuracy of the digital map for all regions without performing a field survey for all the regions on the digital map. have.
Another object of the present invention is to provide a digital map editing system capable of preventing a forgery by inserting a watermark in an area (polygon) constituting the digital map.
In order to achieve the above object, the present invention (A) (i) by comparing the route information on the numerical map and the actual site survey information of the region, to determine whether the route match, and to guide the region with the mismatched route Site survey area selection; (Ii) a measurement unit for accurately measuring the coordinate values of the location where the editing terminal is located in the area guided by the field survey area selecting unit and measuring the coordinate values of the movement path in real time when the editing terminal is moved; (Iii) The digital map editing mode is determined by comparing the moving route measured by the measurement unit with the route information included in the digital map. As a result of the determination, the route not routed while the editing terminal is moved among the route information on the digital map is determined. If it exists, select the merge editing mode, and if there is a route not included in the route information on the numerical map among the movement routes passed by the editing terminal, select the segmentation editing mode, or correct if the movement route accuracy of the editing terminal is less than the threshold. A determination unit for selecting an edit mode; (Iii) an editing unit configured to edit route information by merging, dividing, or modifying polygons on the digital map according to the determination result of the determination unit, and modifying the terrain attribute information on the digital map by receiving a terrain attribute change signal; (Iii) If the edit mode according to the determination result of the determination unit is the merge edit mode, the boundary attribute information attached to the polyline included in the polygon is removed. In the split edit mode, the boundary to the polyline added to the polygon is removed. An editing terminal including a polygon attribute information processing unit attaching attribute information and maintaining boundary attribute information attached to the changed polyline in the edit mode; And (B) (iii) a database manager which transmits / receives various information with the editing terminal through the communication network, and manages data by performing one of searching, adding, deleting and changing the various information; and (ii) A numerical map editing system including a GIS server including a numerical map DB for storing the various types of information is provided.
In the present invention, the determination unit determines whether or not to insert a watermark for the polygon on the digital map transmitted from the GIS server, the editing terminal determines that the polygon on the digital map transmitted from the GIS server as a result of the determination of the determination unit If the mark code is not inserted, it characterized in that it further comprises a watermark insertion unit for inserting a watermark code in the polygon.
According to the present invention, even if the site survey is performed only for the site survey area guided by the site survey area selection unit, it is possible to improve the reliability and accuracy of the digital map without time and economic consumption.
In addition, according to the present invention, forgery can be prevented by embedding a watermark in a polygon on a digital map.
1 is a block diagram showing the main configuration of a numerical map editing system according to an embodiment of the present invention.
2 is a flowchart illustrating a numerical map editing method according to an embodiment of the present invention.
3 to 7 are exemplary views showing an example screen according to the numerical map editing method according to an embodiment of the present invention.
Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those skilled in the art may easily implement the present invention. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. In the drawings, parts irrelevant to the description are omitted in order to clearly describe the present invention. In addition, the same code | symbol is attached | subjected about the similar part throughout the specification. In the following description, well-known functions or constructions are not described in detail since they would obscure the invention in unnecessary detail.
First, a configuration of a digital map editing system for performing digital map editing according to the present invention will be described. 1 is a block diagram showing the main configuration of an editing system for modifying a numerical map according to an embodiment of the present invention.
Referring to FIG. 1, the numerical map editing system includes a numerical map editing terminal 10 and a
The editing terminal 10 includes a communication interface 11, a
In the present invention, the field survey
The field surveying information may be general survey information created during development of a feature, or public survey information in real time, which may be used through the Internet or an intranet, or stored in a site survey information DB.
In the present invention, the editing terminal 10 measures the coordinate value of the current location, extracts and displays a numerical map corresponding to the specific area including the current location. In addition, the editing terminal 10 continuously measures the movement route, and compares the movement route with the storage route corresponding to the previously stored numerical information of the numerical map, and then merges, divides, and modifies the regions constituting the numerical map. Perform the edit and display the edited numerical map. In addition, the editing terminal 10 manages polygons by assigning predetermined polygon attribute information to each polyline belonging to the merged / divided / modified polygons. The editing terminal 10 inserts a watermark code into the polygon to prevent illegal copying.
The editing terminal 10 may include a mobile communication terminal equipped with a GPS (Global Pointing System) device, a personal digital assistant (PDA), a smart phone, a computer, a laptop, and the like.
In detail, the communication interface 11 of the editing terminal 10 may be a transceiver or a modem that mediates a connection to the
The
The
The
The edit mode determiner 15 of the edit terminal 10 is a device for determining the edit mode by comparing the path information on the numerical map with the movement route of the edit terminal. A conventional microprocessor may be used. The edit
The
The polygon attribute
The
The
The
Here, the
The
Next, a method of editing a numerical map according to the present invention will be described with reference to FIGS. 2 to 7. 2 is a flowchart illustrating a numerical map editing method according to an exemplary embodiment of the present invention, and FIGS. 3 to 7 are screen views illustrating a numerical map editing method according to an exemplary embodiment of the present invention.
First, the site survey
The site survey
Then, in performing the site survey in the guided area, the
Next, the
More specifically, the numerical map extracted in step S202 and output to the
In FIG. 3, A1 to A6, B1, C1, C1-1 to C1-3, and C4 to C6 each represent terrain attribute information and an area having respective terrain attribute information. In addition, the boundary of each terrain attribute information is a polygon, and each polygon is composed of a plurality of nodes. Although not shown, the coordinate values of each node may also be displayed in FIG. 3. At this time, the interval of each node may be an interval stored in the coordinate
In this case, the
Next, the editing
That is, the editing
If there is a difference between the route information on the digital map and the movement route of the editing terminal, the
Specifically, the
More specifically, in step S207, the polygon attribute
In addition, in operation S208, the
In addition, when the
More specifically, in operation S210, the polygon attribute
In addition, in operation S211, the
Thereafter, the
In addition, the
The accuracy of the movement path may be calculated by comparing the storage path with the movement path and substituting the comparison result into
More specifically, in operation S214, the
In addition, the
In addition, the
Thereafter, the
The
Then, when the edit completion signal is input, the
Then, when the terrain attribute information change signal is received from the
So far I looked at the center of the preferred embodiment for the present invention. It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims. Therefore, the disclosed embodiments are to be regarded as illustrative rather than restrictive, and all differences within the equivalent scope should be construed as being included in the present invention.
10. Editing terminal 11. Communication interface
12. Measuring
14.
16. Editing
18.
20. Network
30.
32. Numeric Map DB
Claims (2)
(Ii) a measurement unit for accurately measuring the coordinate values of the location where the editing terminal is located in the area guided by the field survey area selecting unit and measuring the coordinate values of the movement path in real time when the editing terminal is moved;
(Iii) The digital map editing mode is determined by comparing the moving route measured by the measurement unit with the route information included in the digital map. As a result of the determination, the route not routed while the editing terminal is moved among the route information on the digital map is determined. If it exists, select the merge editing mode, and if there is a route not included in the route information on the numerical map among the movement routes passed by the editing terminal, select the segmentation editing mode, or correct if the movement route accuracy of the editing terminal is less than the threshold. A determination unit for selecting an edit mode;
(Iii) an editing unit configured to edit route information by merging, dividing, or modifying polygons on the digital map according to the determination result of the determination unit, and modifying the terrain attribute information on the digital map by receiving a terrain attribute change signal;
(Iii) If the edit mode according to the determination result of the determination unit is the merge edit mode, the boundary attribute information attached to the polyline included in the polygon is removed. In the split edit mode, the boundary to the polyline added to the polygon is removed. An editing terminal including a polygon attribute information processing unit attaching attribute information and maintaining boundary attribute information attached to the changed polyline in the edit mode; And
(B) (i) a database manager for transmitting / receiving various types of information with the editing terminal through the communication network, and managing data by performing one of searching, adding, deleting and changing the various types of information; and (ii) Numeric map editing system including a GIS server including a numerical map DB for storing various information.
Priority Applications (1)
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KR1020110104278A KR20130039605A (en) | 2011-10-12 | 2011-10-12 | Surveying system |
Applications Claiming Priority (1)
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KR1020110104278A KR20130039605A (en) | 2011-10-12 | 2011-10-12 | Surveying system |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103810407A (en) * | 2014-02-20 | 2014-05-21 | 南京师范大学 | GIS vector data line face layer copyright authentication method |
KR20180049329A (en) * | 2016-10-31 | 2018-05-11 | 현대엠엔소프트 주식회사 | Apparatus for generating map of navigation system and method thereof |
CN112882697A (en) * | 2021-03-22 | 2021-06-01 | 厦门极致互动网络技术股份有限公司 | Construction method of irregular path based on cos2djs |
KR102491313B1 (en) | 2022-09-16 | 2023-01-27 | 대한항업(주) | Digital map production system based on GIS |
-
2011
- 2011-10-12 KR KR1020110104278A patent/KR20130039605A/en not_active Application Discontinuation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103810407A (en) * | 2014-02-20 | 2014-05-21 | 南京师范大学 | GIS vector data line face layer copyright authentication method |
CN103810407B (en) * | 2014-02-20 | 2016-08-17 | 南京师范大学 | A kind of GIS vector data line face figure layer copyright authentication method |
KR20180049329A (en) * | 2016-10-31 | 2018-05-11 | 현대엠엔소프트 주식회사 | Apparatus for generating map of navigation system and method thereof |
CN112882697A (en) * | 2021-03-22 | 2021-06-01 | 厦门极致互动网络技术股份有限公司 | Construction method of irregular path based on cos2djs |
KR102491313B1 (en) | 2022-09-16 | 2023-01-27 | 대한항업(주) | Digital map production system based on GIS |
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