KR102234723B1 - Methods of determining geological locations and database and database of databases using the same - Google Patents

Abstract

Provided is a method for integrally specifying a geographic location and an indoor location within a building. According to the present invention, when coordinates of a point on the Earth are given by a geodesic latitude (φ), a longitude (λ), and an ellipsoid height (h) in a geodetic coordinate system on the basis of Earth ellipsoid, the location of the point is defined as new coordinates including a northward distance (N), an eastward distance (E), and optionally, an integer (F) representing layer information. The intersection of the prime meridian and the latitude line L(φ) with the geodetic latitude (φ) is called a path point W(φ), and the intersection of the meridian M(λ) with the longitude (λ) and the latitude line L(φ) with the geodetic latitude (φ) are called an ellipsoidal point. The northward distance (N) is given as a linear function of the distance measured along the prime meridian from the origin of longitude and latitude to a waypoint, and the eastward distance is given as a linear function of the distance measured along the latitude from the waypoint to the ellipsoidal point.

Description

How to specify geographic location and database using it and database of database {METHODS OF DETERMINING GEOLOGICAL LOCATIONS AND DATABASE AND DATABASE OF DATABASES USING THE SAME}

The present invention is a method of collectively specifying a geographic location with latitude and longitude and an indoor location within a multilayer building, and created by this method. Provides a relational database that uses the location identifier as a field.

When we go to a place, we can use the correct address. In particular, as navigation software becomes more sophisticated and convenient, you can kindly receive guidance to your destination just by entering an address. However, in the countryside, mountains, deserts, or the middle of the sea, there may be difficulties in specifying a place or finding a place because the address itself does not exist at all, or even if there is an address, the address represents a very large area.

Apart from the address, the location on the earth surface can be specified using latitude and longitude. 1 is a conceptual diagram of latitude and longitude provided by Wikipedia Commons (author: Djexplo, source: https://commons.wikimedia.org/wiki/File:Latitude_and_Longitude_of_the_Earth.svg), and a simple sphere (the shape of the earth). It is assumed to be a sphere.

Referring to FIG. 1, the equator (Equator) is the standard of latitude, and the equator corresponds to 0° latitude. The equator is a plane cut perpendicular to the Earth's center with respect to the Earth's rotation axis, that is, a line of intersection between the Equtorial plane and the Earth's surface. intersection). And the latitude of a point is the angle between the center of the earth and the straight line connecting the point with the equator plane. Based on the equator, latitude ranges from 0° north latitude (northern latitude) to 90° north latitude and from 0° south latitude (southern latitude) to 90° south latitude. Latitude is usually denoted by the Greek symbol φ (phi). If the north latitude is regarded as a positive (+) value and the south latitude as a negative (-) value, the latitude φ ranges from -90° to +90°.

A circle that connects points with the same latitude is called parallels, parallels of latitude, and lines of latitude. Also, a circle in which the center of the circle coincides with the center of the sphere is called a great circle. Referring to FIG. 1, among the hypocrisy, the dawon is the hypocrisy with a latitude of 0°, that is, the equator is the dawon, and all the rest are wishes. All hypocrisy is parallel to the equator.

The meridians (lines of longitude, meridians) are the imaginary circles where the plane meets the Earth's surface when the Earth is cut into a plane passing through the North Pole and the South Pole. circle). The meridian can be thought of as a curve connecting points of the same hardness. In addition, the main meridian (本初子午線, prime meridian) is the main meridian that passes through the British Royal Observatory in Greenwich.

The longitude of a point is the angle between the meridian and the prime meridian passing through that point. Longitude is from 0° east longitude to 180° east longitude and from 0° west longitude to 180° west longitude based on the prime meridian. Hardness is usually indicated by the Greek symbol λ (lambda). If east longitude is expressed as a positive value and west longitude as a negative value, the longitude λ ranges from -180° to +180°.

The hypocrisy and the meridian are gathered to form a grid, which is called a graticule. In addition, the origin of the Gyeongsang Envelope, that is, the point at which both latitude and longitude are 0°, is a point of intersection between the prime meridian and the equator, and is located in the Gulf of Guinea. For convenience of discussion, hereinafter, the origin of the longitude envelope will be referred to as the latitude-longitude origin.

There may not be an address at a specific point on the earth's surface, but latitude and longitude correspond to all points 1:1. Therefore, whether the address of any house or the location of a traveler distressed in the desert can all be specified by latitude and longitude.

Latitude and longitude can be found using GPS (Global Positioning System). It is a system that can determine its position on the earth by calculating the travel time of signals received from at least three satellites, and a number of GPS satellites are floating above the earth, and was originally developed for military purposes in the United States. to be. Currently, it is open to all for free and is used in various IT devices such as car navigation systems and smartphones.

The location of an arbitrary point on Earth can be uniquely specified by latitude, longitude and height, and if you know the distance from the three satellites visible at that point, you can know the exact location of that point. The distance from the satellite can be determined by calculating the time it takes for the radio waves transmitted from the satellite to reach. In other words, by analyzing the GPS signals arriving from three satellites in the field of view, it is possible to accurately specify the latitude, longitude and altitude.

It is said that about 30 GPS satellites are currently in operation so that 3 or more satellites are always visible no matter where on the planet. In addition, mathematically, the current position can be accurately known if there are only three satellites, but it is said that the present position is actually determined using signals received from four or more satellites in consideration of various errors.

In a smartphone or a navigation device, the error of GPS is usually several meters or more, but it is said that the error can be reduced to within several centimeters by using DGPS (Differential GPS). In other words, if you can afford to pay a high cost, you can know the location on the surface with an error within a few centimeters.

A location on the surface or sea level can be specified only by latitude and longitude. For example, if I stand in front of the statue of King Sejong in Gwanghwamun, other people can come to me with only latitude and longitude without having to tell me the altitude above sea level.

However, if I have traveled to a distant foreign country or remote country, even if I know the latitude and longitude of where I am, I will not be able to find my way without a map. The shape of the Earth is roughly a sphere, but since the map is drawn on a flat surface, distortion cannot be avoided when creating a map. If distortion cannot be avoided, a map with relatively little or no distortion would be desirable for the information I need most, even if there is distortion. For this reason, there are numerous cartography methods, and each method uses a different map projection method. In creating a map, a map with the best map projection method can be used according to priorities such as whether distance, direction, or area is important.

Whatever cartography method you use, an accurate mathematical model of the Earth is essential to create an accurate map. This mathematical model includes a geoid and an Earth ellipsoid. Figure 2 is a conceptual diagram of the actual Earth, geoids and earth ellipsoids (source: https://www.esri.com/news/arcuser/0703/graphics/geoid1_lg.gif). Geoid is defined as the average sea level in the sea, and it is defined as the surface of the channel when the virtual channel is dug, starting from the sea on land. The geoid is the "equipotential surface" of the earth's gravitational field, which is consistent with the global average sea level. This surface becomes the reference surface when measuring the acceleration of gravity, and the object receives the gravity in the direction perpendicular to this surface. Geoid is a virtual surface that is used as a standard for measuring height (altitude above sea level) on the earth [Non-Special 1].

Geoids appear irregularly due to differences in underground materials. By measuring the change in the shape of the geoid (that is, the line of action of gravity depending on the location), it is possible to detect the presence of a material having a density different from that of its surroundings under the surface. The actual geoid surface is highly curved and cannot be used for geodetic surveys. Therefore, it is assumed that a spheroid (rotational ellipsoid, ellipsoid of revolution, spheroid) that best matches the geoid locally or globally is assumed, which is called the earth ellipsoid.

Earth's ellipsoid has a slightly flat oblate spheroid, that is, a flat spheroid, like oranges, due to the Earth's rotation, and is used as a reference ellipsoid when making a map. In order to model the Earth, not only the shape of this spheroid, but also the location and orientation of the origin of the spheroid with respect to the actual Earth must be determined. The application of the optimal spherical coordinate system to this earth ellipsoid is called a geodetic datum.

The geographic coordinate system or World Geodetic System (WGS) is a standard for cartography, geodesy, and satellite navigation. The most recent WGS is a system called WGS 84, WGS 1984 or EPSG:4326, and GPS uses this system [Non-Special 2].

3 is a conceptual diagram of the earth ellipsoid prepared by DMA (By Defense Mapping Agency-Section 15 PDF of the DMA TECHNICAL REPORT TR8350.2-b-(Second Printing, 1 December 1987) Supplement to DoD WGS 84 Technical Report Part 2-Parameters , Formulas, and Graphics). The geographic coordinate system and the earth ellipsoid are set in the ECEF (Earth-Centered, Earth-Fixed) method. That is, the origin of this coordinate system is located at the center of mass of the Earth, and the error is said to be within 2cm. The center of mass is an accurate expression, but the expression center of gravity is more often used.

The Z-axis of this coordinate system coincides with the Earth's axis of rotation. The Earth's axis of rotation passes through the Earth's center of mass, and the direction from the South Pole to the North Pole is the positive Z-axis, and the X-axis and Y-axis are included in the equatorial plane. In fact, the two points where the Earth's axis of rotation meets the Earth's surface are the North Pole and the South Pole. These north and south poles do not exactly match the magnetic northern pole or the magnetic southern pole indicated by the compass. Earth ellipsoids are flat spheroids whose semiminor axis coincides with the Z-axis, that is, the Earth's axis of rotation.

Earth-Fixed means that this coordinate system rotates like a rotating Earth. The X-axis of this coordinate system is a straight line from the center of the Earth through the intersection of the prime meridian and the equator.

If the shape of the Earth is called a spheroid, the meridian can be called a great ellipse rather than a great circle. It is called a great circle for convenience in the sense that the center of the ellipse coincides with the center of the earth. The main meridian is the main meridian from the North Pole through the Greenwich Observatory to the South Pole. And the center of the Earth is at the center of mass, that is, the origin of this coordinate system, and all other members from the North Pole to the South Pole become the meridian.

The exact concept of latitude is much more complicated due to the fact that the Earth's shape is not a perfect sphere [Non-Special 3]. First of all, there is a question of whether the center of the Earth should be the center of mass or the center of the shape. As mentioned above, WGS84 uses the Earth's center of mass. Technically, there are at least six different definitions of latitude, including geocentric latitude, astronomical latitude, and geographic latitude. Geographic latitude is also called geodetic latitude. However, the difference between them is not large.

Figure 4 is a conceptual diagram showing the difference between geodetic latitude and geodetic latitude provided by the Encyclopædia Britannica (Source: https://www.britannica.com/science/latitude#/media/1/331993/161964 ). As described above, the shape of the Earth is assumed to be oblate spheroid. The center of this oblate is located at the actual center of mass of the Earth. The Earth's axis of rotation passes through the Earth's center of mass and coincides with the semiminor axis. The point where the Earth's rotation axis meets the Earth's ellipsoid is the North Pole and the South Pole. Also, the plane passing through the Earth's center of mass and perpendicular to the axis of rotation is the equator, and the intersection between this equator and the Earth's ellipsoid is the equator.

At this time, the geocentric latitude of a point on the Earth's ellipsoid is the angle between the center of the Earth and the straight line connecting the point with the equator plane. In general, when describing the concept of latitude, we use geocentric latitude. However, when creating a map, use geodetic (geographic) latitude. In real life, if you simply refer to it as latitude, it is geodetic latitude. Whether we look at a map or check our current location with GPS on our smartphone, they all give us geodetic latitude.

The geodesic latitude φ of a point is defined as the angle formed by a straight line passing through the tangent plane perpendicularly to the equatorial plane after drawing a tangent plane to the earth ellipsoid at that point. In other words, the center of the Earth's ellipsoid is at the center of Earth's mass, but the origin that determines the (geodesic) latitude is not at the center of Earth's mass.

In addition, in WGS84, the meridian passing 102m east of the Greenwich Observatory is the IERS Reference Meridian with a longitude of 0°. Other coordinate systems may also have a slightly different position of the reference meridian. Looking at it like this, it can be seen that latitude and longitude are actually a much more complex concept. Therefore, when conducting precise geoscientific investigations and research such as continental movement, it is necessary to understand and use an accurate coordinate system. Of course, it is not necessary to understand such a difference in common uses such as directions.

Geodetic system is a system for expressing the position on the earth with quantitative coordinates of an appropriate dimension in order to realize the best fit for the physical earth. There are various types of geodetic systems, from the case of applying at the national level to the world through international cooperation, and among them, the geodetic system at the national level is often defined and maintained by state agencies in accordance with the laws of each country. In addition, the geodetic coordinates by the geodetic system are the criteria for map production, large-scale national land construction work, and land use and management (intellectuality, real estate taxation, etc.).

Since a geodetic system is a mathematical concept, in theory there may be multiple geodetic systems that can be used in an area. When indicating a location on the Earth by a geodetic system, use geodetic coordinates consisting of latitude (geodetic latitude), longitude, and height, or use plane rectangular coordinates or three dimensional Cartesian coordinates. ), etc.

The world geodetic system refers to the standard of locations that can be used in common in the world. In the field of surveying, the coordinate system used as the reference for indicating the position on the earth in long latitude and the ellipsoid representing the shape of the earth are collectively referred to as a geodetic reference system. In other words, the world geodetic system refers to a geodetic reference system that is common to the world.

The world geodetic system is represented using an ellipsoid of the ITRF2000 coordinate system (International Terrestrial Reference Frame) and GRS80 (Geodetic Reference System 1980).

The ITRF system is a three-dimensional rectangular coordinate system built by an international academic institution called IERS (International Earth Rotation and Reference Systems Service). This coordinate system draws the X-axis with the origin at the Earth's center of mass, and the position in three-dimensional space is perpendicular to the direction of the intersection of the meridian and the equator, the Y-axis in the direction of 90° east longitude, and the Z-axis in the direction of the North Pole. It is expressed as a set of coordinates X, Y, and Z.

The ITRF system is being built through international cooperation and is open because it is built in the private sector with high precision. On the other hand, WGS84 is a world geodetic instrument built and maintained by the United States. Since GPS was originally developed for military use, it is being operated in the WGS system. WGS84 has been approaching the ITRF world with several revisions so far, and it can be said that it is almost the same now. Therefore, the ITRF system can be said to be precise WGS84 (precise WGS).

The GRS80 was adopted in 1979 by the International Association of Geodesy (IAG) and the International Union of Geodesy and Geophysics (IGG). In the GRS80 ellipsoid, the Earth is geometrically and physically unified, so in addition to the two geometric constants of the long radius a and the flatness f, the Earth's rotational angular velocity ω and the Earth's gravitational gravitational constant G, M are used. have. Where G is the constant of universal gravitation, and M is the total mass of the Earth, including the atmosphere.

This ellipsoid did not approximate the Earth as a simple geometric ellipsoid, but treated the surface of the Earth ellipsoid as an equipotential plane, with an emphasis on the physical point of view. The center of this ellipsoid coincides with the Earth's center of mass, and its short axis coincides with the Earth's axis of rotation.

Currently, Korea has also adopted the GRS80 ellipsoid, which is recommended by the International Geodetic Society (IAG) and the International Earth Rotation Observation Project (IERS), and the GRS80 ellipsoid is adopted by countries that use the geocentric coordinate system. Because it corresponds to. Also, the GRS80 ellipsoid is almost identical to the WGS84 ellipsoid. The only significant difference between the GRS80 ellipsoid and the WGS84 ellipsoid is the subject of the formal ellipsoid determination. The WGS84 ellipsoid was made for military use in the United States, and the GRS80 ellipsoid was made by the International Geodetic Association and others.

The biggest advantage after changing the national geodetic reference system to GRS80 ellipsoid is that GPS coordinates and map coordinates can be used completely interchangeably in real time. World geodetic instruments are used for positioning and flight navigation by real-time satellite surveying (GPS), ship navigation, and mountain tracking.

Whether the Earth's shape is a sphere or a spheroid, it can uniquely determine the latitude and longitude of any point on the Earth, and it has the only latitude and longitude values that are given even if it is not above the surface but in the deep sea below sea level. .

5 is a conceptual diagram showing the average radius of the Earth's ellipsoid (author: Cmglee, source: https://commons.wikimedia.org/wiki/File:WGS84_mean_Earth_radius.svg). If you want to more simply treat the Earth's ellipsoid as a sphere, you can see that you can use 6,371,008.8m for its average radius. However, in practice, R = 6,371km is used more. This is because when a more accurate Earth model is needed, the Earth ellipsoid model is used. And there are several ways to calculate the average radius of the Earth. In FIG. 5, the average radius (radius) is obtained by arithmetic mean of the long radius (semimajor axis, half the length of the major axis) and the short radius (semiminor axis, half the length of the minor axis) of the earth ellipsoid, but the radius at the equatorial plane is the average radius. It can be used, or the radius of a sphere with the same volume as the Earth's ellipsoid is used as the average radius.

Fig. 6 is an example of a map by equirectangular projection, which is familiar to us (author: Justin Kunimune, source: https://en.wikipedia.org/wiki/Equirectangular_projection#/media/File:Plate_Carree_with_Tissot 's_Indicatrices_of_Distortion.svg). The square projection is also called the equidistant cylindrical projection. In the square projection method, the horizontal axis is proportional to the longitude and the vertical axis is proportional to the latitude [Non-Special 4]. The coordinate x on the abscissa is simply proportional to the radius R and longitude λ of the globe.

On the other hand, the coordinate y of the vertical axis is also simply proportional to the radius R and latitude φ of the globe.

Here, the radius R of the globe does not mean the actual Earth's radius of 6,371 km. If you are using the actual Earth's radius, you will need a larger piece of paper than the Earth to print the map. In practice, it means the radius of the Earth model to make the printed map suitable for its size. For example, if you want to create a map with a horizontal width of H, the radius R of the globe is given by Equation 3.

If you want the map to have a width of 1m in the horizontal direction, the radius of the globe should be 15.9cm.

The square projection is referred to in the map industry by the code EPSG:4326. For example, when creating, editing, and servicing a map with QGIS or GeoServer, the Spatial Reference System (SRS) or the Spatial Reference System (CRS) is specified to indicate that this is a square projection. System Identifier) is EPSG:4326.

Square projection is rarely used for purposes such as navigation, because neither distance nor direction is accurate. The ellipses shown in FIG. 6 are called Tissot's indicatrix of deformation, and show how the area or shape is distorted depending on the location. If there is no distortion, all Tissot ellipses in FIG. 6 should be displayed as circles of the same size.

In cartography, map projection refers to an arbitrary mathematical function that projects coordinates on a curved surface to a plane in a distinctly and smoothly method. It means [non-specific 5]. 7 is a conceptual diagram of the map projection method posted in the map projection section of Wikipedia (author: cmglee, US government, Clindberg, Palosirkka, source: https://en.wikipedia.org/wiki/Map_projection#/media/File:Comparison_of_cartography_surface_development. svg). Most map projections can be thought of as the process of projecting from the surface of a sphere to a cylinder or cone, then cutting the cylinder or cone and spreading it on a plane. In addition, it can be further classified according to whether a cylinder or cone touches the earth (tangent) or cuts and passes (secant). However, since there are many map projection methods that cannot be geometrically interpreted, FIG. 7 should be understood as a simple reference drawing.

Cylindrical projection is one of the most important projection methods. Of these, normal cylindrical projection refers to a horizontally spaced vertical line with a constant longitudinal distance on a plan map, and a hypothesis parallel to the horizontal axis. Refers to any projection method that appears as a line. Mathematically, it can be written as

Here, λ _o is the longitude of the reference point corresponding to the center of the map, and F(φ) is an arbitrary monotonically increasing function for latitude φ.

8 is a conceptual diagram illustrating the process of creating a map using the Mercator projection provided by the Encyclopedia Britannica (Source: (https://www.britannica.com/science/Mercator-projection#/media/1/375638/) 231099). Mercator projection is the most widely known projection method among the cylindrical projection method of cartography, since it is created by first projecting a cylinder from the center of the sphere to the equator, and then unfolding the cylinder, so the polar region cannot be marked. Also, as the latitude increases, the area is exaggerated.

Fig. 9 is an example of a world map created using the Mercator projection (author: Justin Kunimune, source: https://en.wikipedia.org/wiki/Mercator_projection#/media/File:Mercator_with_Tissot's_Indicatrices_of_Distortion.svg). 9, the tissot ellipse increases as the latitude increases, but it can be seen that all of them maintain the shape of the circle. That is, the Mercator projection preserves the angle and shape of a small area. The Mercator projection is a representative example of conformal projection. The projection method of the Mercator projection can be written as in Equations 6 to 7 [Non-Special 6].

The greatest advantage of the Mercator projection is that it preserves orientation, which in particular helped in the past to navigate by ship using a compass. However, the biggest drawback of the Mercator method is that the area is largely distorted and the polar regions cannot be displayed as described above. Greenland, for example, appears to be the same size as Africa, but in reality the area of Africa is 14 times the area of Greenland.

With the activation of Internet maps, the Mercator projection has been revived as a Web Mercator projection and is widely used [Non-Special 7]. 10 shows a screen of OSM (OpenStreetMap) adopting the web Mercator projection (source: http://www.openstreetmap.org/#map=3/25.48/-7.65). Web Mercator projection is a slightly modified version of the existing Mercator projection, and the coordinates at the top of the web map are (0, 0) and the coordinates at the bottom are (256, 256) without zoom. In addition, longitude is included from -180° to +180°, but latitude is included only in the range of ±85.051129°. In the Web Mercator projection, map coordinates are given as in Equations 8 to 9.

The web mercator projection was adopted by Google in 2005 and is currently a projection method adopted by most Internet service providers, and the SRID is given as EPSG:900913 or EPSG:3857. The official name of EPSG:3857 is WGS 84/Pseudo_Mercator.

There are numerous map projections in the world, but the most relevant projection method with the present invention is sinusoidal projection. The sinusoidal curve is one of the pseudocylindrical projections. 11 is an example of a world map created by the sinusoidal curve method (author: Justin Kunimune, source: https://en.wikipedia.org/wiki/Sinusoidal_projection#/media/File:Sinusoidal_with_Tissot's_Indicatrices_of_Distortion.svg). The map projection method of the sinusoidal curve method is defined as in Equations 10 to 11 [Non-Special 8].

In the sinusoidal diagram, the north and south poles are represented as points, and the shape is distorted, but the area is preserved. That is, looking at the tissot ellipses of FIG. 11, it can be seen that the shape is deformed as the latitude or longitude increases, but the area is the same. And although the shape of Africa close to the origin of the long and latitude is relatively accurate, it can be seen that the shape of other continents is quite severely distorted.

For this reason, the sinusoidal curve method is not suitable as a projection method of a map representing the world. Using the interrupted sinusoidal projection in which several central meridians are set can properly represent the shape or area, but it is difficult to read the map easily.

The problem with the long-latitude coordinate system is that it does not intuitively respond to the concept of space that people are familiar with. For example, according to the GPS data of the applicant's office, the latitude is 36 degrees 19.7930 minutes (36°19.7930'N) north latitude, the longitude is 127 degrees 25.6190 minutes (127°25.6190'E) east longitude, and the altitude is 64.9m above sea level. . However, it is difficult to determine to what extent the current location is specified by the degree of error of the latitude and longitude coordinates. For example, it is difficult to convert whether the location of the place where I am is specified with an error within 1m or an error within 10m.

Moreover, even the same latitude or longitude interval corresponds to a different distance interval depending on the latitude. For example, at the equator, the interval of 1° latitude corresponds to 110.574km and the interval of 1° longitude corresponds to 111.319km, but at 30° latitude corresponds to 110.852km and 96.486km, respectively, and at 60° latitude, it corresponds to 111.412km and 55.800km, respectively. Corresponds to [Non-Special 9].

In addition, for example, it will be very difficult to mark the flight path of an airplane flying from Seoul to New York or the flight trajectory of a stunt drone showing a complex technology using latitude and longitude, and a plane rectangular coordinate system is difficult to expand to a global scale.

FIG. 12 is an example of a world map created with the UTM coordinate system (Universal Transverse Mercator Coordinate System) (author: Jan Krymmel, source: https://commons.wikimedia.org/wiki/File:Utm-zones.jpg). The UTM coordinate system was developed by the U.S. Army in 1947 as one of the grid coordinate systems to represent the location on the earth in a unified system. In the UTM coordinate system, the Earth is divided into vertical bands with an interval of 6° longitude and drawn in the horizontal axis Mercator projection method, and the position is expressed in vertical and horizontal coordinates for the origin set for each vertical area (band). In each vertical band, the intersection of the central meridian and the equator is the origin. As the geographic coordinate system goes to the polar region, the rectangle decreases greatly, while the UTM coordinate system maintains a rectangular shape, so it has the advantage of being very convenient for representing distance, area, direction, etc. [Non-Special 10, Non-Special 11].

The UTM coordinate system represents the shape of the Earth with irregular radius of curvature and undulations, modeled as a reference ellipsoid. At the time of development, the Clark 1866 ellipsoid was used in the Americas and the international ellipsoid was used in other regions. The current UTM coordinate system uses the WGS84 ellipsoid.

Even before the development of the UTM coordinate system, during World War II, many European countries recognized the utility of the grid-type conformal coordinate system. The use of a lattice coordinate system has advantages such as being able to obtain a distance using the Pythagorean theorem relatively more easily than in a long-latitude coordinate system. This recognition of the utility of the grid coordinate system has led to the development of UTM and UPS coordinate systems since the end of the war.

The UTM projection used in the UTM coordinate system is a horizontal axis of the Mercator projection developed in 1570 by Gerardus Mercator, a Belgian geographer and cartographer.

The UTM coordinate system starts at 180°W (west longitude) and divides the earth's surface into a total of 60 vertical bands at intervals of 6° longitude, and each vertical band reaches from 80°S (south latitude) to 84°N (north latitude) from north to south. Each vertical band is numbered 1 to 60 eastward, starting from the section (180°W-174°W) and reaching the section (174°E-180°E).

For 60 vertical bands, it is transferred to the map using the horizontal Mercator projection with relatively little distortion in the north-south direction. The scale factor at the central meridian of each zone is 0.9996, and about 1.0010 at the boundary of the zone. The scale factor is 1 at a position 180 km east-west from the origin (i.e., the intersection of the central meridian and the equator), and within that, the scale factor is less than 1, and the scale factor is greater than 1 in the region beyond 180 km.

Each UTM zone is further divided into 20 latitude bands, which belong to the system of the Military Grid Reference System (MGRS), not the UTM system. Each latitude band is spaced at 8° latitude. However, the northernmost latitude band (72°N-84°N) is 12°. From the southernmost (80°S-72°S) band to the northernmost (72°N-84°N) band, alphabetic symbols from'C' to'X' are assigned to avoid confusion. I'and'O' are excluded. Because I can be confused with the number 1 and'O' with the number 0. Therefore, in the northern hemisphere, the symbol of the latitude band (0°N-8°N) in contact with the equator is'N'.

Each vertical band, that is, a latitude band within the UTM zone, is represented by a combination of numbers and alphabetic symbols. For example, Korea belongs to the 51S, 51T, 52S and 52T zones in the UTM coordinate system.

13 is a conceptual diagram illustrating a UTM zone (author: Javiersanp, source: https://commons.wikimedia.org/wiki/File:Utm-latlon_grid_en.svg), showing the northern hemisphere of Zone 28. The northern hemisphere of Zone 28 is from 0° latitude to 84° latitude, longitude from 18° west longitude to 12° west longitude, and the central meridian of the vertical band is 15° west longitude. The distance measured to the east in each UTM zone is called Easting, and the distance measured to the north is called Northing. The units for trending distance and northing distance are meters, not angles.

The origin of the coordinate system of each UTM zone is located at the intersection of the central meridian of the UTM zone and the equator, and has default values of the northward distance and the trend distance. In the northern hemisphere, the easting distance of the origin is 500,000m, and the northing distance is 0m. In the case of the southern hemisphere, Easting is 500,000m, and Northing is 1,000,000m.

In the northern or southern hemisphere of each vertical band, Easting and Northing increase toward the east and toward the north. Therefore, if starting from the southernmost end of the UTM zone and moving along the central meridian to the north, the Easting does not change to 500,000m, but the Northing gradually increases and reaches 1,000,000m when it reaches the equator, then suddenly resets to 0m, and starts from 0m and starts at the north latitude. When it reaches 80°, it is 8,881,586m. At the equator, each UTM zone increases from 166,032 m Easting to 833,967 m.

UTM coordinates are meaningless unless the UTM zone is first specified by such a coordinate system. By specifying the UTM zone first, then Northing N and Easting E, you can accurately specify the location on Earth, excluding the polar regions.

Assuming that the longitude of the central meridian of a UTM zone in the UTM coordinate system, that is, the longitude of the origin is λ _o , Easting E and Northing N corresponding to the (geodesic) latitude φ and longitude λ of a point in the UTM zone are Equation 12 To Equation 34.

First, the long radius (semimajor axis) a of the Earth's ellipsoid is given by Equation 12.

In addition, the reciprocal of the global flatness f is given by Equation 13.

The Northing No of the origin in the northern hemisphere is given by Equation 14.

The scale factor at the central meridian k _o is given by Equation 15.

In addition, Easting E _o of the origin is given by Equation 16.

Northing and Easting can be obtained through these constants and a series of equations as follows, where the unit of the coordinate system is km.

These formulas were derived in 1912 by Johann Heinrich Louis Kruger and are known to be accurate in millimeters within 3,000 km of the central meridian.

In Korea, a plane rectangular coordinate system, TM (Transverse Mercator) coordinate system, is used as the basic system of the national basic map, and in the case of military maps, UTM (Universal Transverse Mercator) coordinate system is partially used. The Korean geodetic coordinate system is stipulated in Article 6, Paragraph 1 of the Act on the Construction and Management of Geospatial Information (Abbreviation: Geospatial Information Management Act) to use the world geodetic system.

Article 6 of the Act on the Construction and Management of Geospatial Information (Survey Standards)

① The criteria for surveying are as follows.

1. Location is expressed in terms of geographic longitude and latitude and height (referring to the height from the average sea level. The same applies in this section below) measured according to the World Geodetic System (世界測地系). However, if necessary for map production, etc., it may be displayed in rectangular coordinates and height, polar coordinates and height, earth-centered rectangular coordinates, and other coordinates.

2. The origin of the survey shall be the origin of the Korean Gyeongwido (經緯度原點) and the level origin (水準原點). However, for areas prescribed by Presidential Decree, such as islands, the origin separately determined and publicly announced by the Minister of Land, Infrastructure and Transport may be used.

This means that the longitude and latitude are calculated by following the global reference system ITRF (International Terrestrial Reference System) geocentric coordinate system and applying the GRS80 ellipsoid as an ellipsoid. This coordinate system is almost identical to the coordinate system of GPS. In addition, Article 7 of the Enforcement Decree of the Act on the Construction and Management of Geospatial Information stipulates the world geodetic system as follows.

Article 7 of the Enforcement Decree of the Establishment and Management of Geospatial Information Act (World Geodetic Instruments, etc.)

① The world geodetic system in accordance with Article 6 (1) of the Act refers to a standard for position measurement conducted by assuming the Earth as a flat spheroid, which meets the requirements of each of the following subparagraphs.

1. The long radius and flatness of the spheroid should be as follows:

end. Long radius: 6,378,137 meters

I. Flatness: 1 in 298.257222101

2. The center of the spheroid must match the center of mass of the Earth.

3. The short axis of the spheroid should coincide with the axis of rotation of the earth.

② The points of the Gyeongwido origin and level origins of the Republic of Korea under Article 6 (1) of the Act and their numerical values are as follows.

1. Gyeongwidowon, Korea

end. Branch: 92, World Cup-ro, Yeongtong-gu, Suwon-si, Gyeonggi-do

I. shame

1) Longitude: 127 degrees east longitude 03 minutes 14.8913 seconds

2) Latitude: 37 degrees 16 minutes 33.3659 seconds north latitude

3) Far azimuth angle: 165 degrees 03 minutes 44.538 seconds (center of the satellite reference point antenna reference point in the space geodetic observation center measured in the right direction from the origin to true north)

2. Korea Level Origin

end. Branch: 100, Inha-ro, Nam-gu, Incheon

I. Figure: 26.6871 meters above the average sea level in Incheon Bay

③ Standards for rectangular coordinates in accordance with Article 6 (1) of the Act are shown in Attached Table 2 (Table 1).

designation Longitude and latitude of the origin Addition value of the projection origin Origin scale factor Application area Western coordinate system Hardness: 125°00′ east longitude
Latitude: 38°00′ north latitude X(N) 600,000m
Y(E) 200,000m 1.0000 124° to 126° east longitude Central coordinate system Longitude: 127°00′ east longitude
Latitude: 38°00′ north latitude X(N) 600,000m
Y(E) 200,000m 1.0000 126° to 128° east longitude Eastern coordinate system Hardness: 129°00′ east longitude
Latitude: 38°00′ north latitude X(N) 600,000m
Y(E) 200,000m 1.0000 128° to 130° east longitude East Sea coordinate system Hardness: 131°00′ east longitude
Latitude: 38°00′ north latitude X(N) 600,000m
Y(E) 200,000m 1.0000 130° to 132° east longitude

In addition, the remarks in Table 1 stipulate how to obtain a rectangular coordinate system as follows.

The Cartesian coordinates in each coordinate system are expressed in the TM (Transverse Mercator) method according to the following conditions, and the coordinates of the origin are (X=0, Y=0).

1) The X axis must coincide with the meridian of the origin of the coordinate system, the true north direction is indicated as positive (+), and the Y axis is an axis orthogonal to the X axis, and the vibration direction is positive (+).

2) In the case of cadastral surveying that does not conform to the world geodetic system, it is indicated by the Gaussian image mid-projection method. It can be used as 200,000m.

As can be seen from this, in the application of the TM projection method, the planar rectangular coordinate system in Korea is applied only from the central meridian to the 1° longitude section from east to west, and the scale factor of the central meridian is 1.0000.

The X-axis of the plane rectangular coordinate coincides with the center meridian of the origin, and the true north direction is indicated by (+), and the Y-axis is the axis orthogonal to the X-axis at the origin, and the vibration direction is (+). The origin of each Cartesian coordinate system is not a reference point that actually exists, but a virtual origin that is applied for projection calculation.

On the other hand, when representing topographic maps and cadastral maps, 600,000m is added to X (vertical coordinate) and 200,000m to Y (abscissa) to the projected coordinates in order to prevent negative marking of the coordinates.

The planar rectangular coordinates of triangular points in Korea during the Japanese colonial period were largely divided into three rectangular coordinate systems, such as the western coordinate system, the central coordinate system, and the eastern coordinate system, and were each calculated by the Gaussian image center projection method. On the other hand, in cartography, coordinates are developed using the TM projection (Gauss-Kruger projection). This difference in projection method is fundamentally problematic, but since the coordinate difference between the Gaussian image-to-image projection method and TM projection method is within several centimeters, it is ignored in practical terms [Non-Special 12].

Meanwhile, in order to collect, manage, and utilize a large amount of data, a database (DB) is indispensable. A database is a set of data that is organized, integrated, and managed for the purpose of sharing and using by multiple people. And you need a program to operate a database, which is DBMS (Database Management System), which we commonly call DB or database. DBMS is software that can perform storage, access, security, and backup of data.

Types of databases include relational databases, KV store databases, object databases, document databases, and column family databases [Non-Special 13].

Among them, the relational database (RDBMS: Relational Database Management System) is the most widely used. To use this relational database, a standard language called SQL was created, which stands for Structured Query Language. As relational databases are so widely used, non-relational databases rather than relational databases are called NoSQL.

Data in the GIS field has common attributes such as location, that is, latitude, longitude, and altitude. Such data must have a very similar structure, and a relational database is optimal for processing structured data. It is not impossible to use other databases such as document type, but when sorting and searching, which are essential to the database, the speed is slow and efficiency may decrease. Therefore, in the field of GIS, relational databases are widely used.

Representative relational databases include Oracle, IBM DB2, MsSQL, MySQL, and PostgreSQL. All relational databases use SQL, so their usage is very similar. Relational databases are the most reliable as they have a long history, and data classification, sorting, and search speed are fast. SQL provides highly sophisticated search queries, allowing you to manipulate your data in almost any way you can imagine.

In a relational database, data is stored in the form of a two-dimensional table having rows and columns, and it is common for one database to have multiple tables. The main reason for storing data by dividing it into several tables is to prevent data duplication. Therefore, the database can have one main table and one or more subsidiary tables.

Since the data is stored in the form of a two-dimensional table, the table is very similar to the Microsoft Excel data. Columns are also commonly referred to as fields. 14 illustrates a table of a general relational database in Excel, and assumes a table for managing customer information in an internet shopping mall.

One customer's information will occupy one row of this table. Each row is also called a record. That is, the information of a customer is the sum of the information recorded in the fields (columns) of a row (record). As can be seen in FIG. 14, a table has several columns, and each column represents a different attribute of data. For example, FIG. 14 has fields such as id, customer's first_name, last_name, gender, age, phone number (phone_no), and city of residence. .

Each column has its own datatype. The most common data types are string, integer, real, date, and boolean. In the table of FIG. 14, id and age are integers, and name, surname, gender, phone number, and city are character strings.

All rows in a table have the same number of columns, and the structure of this column and the relationship between data are predefined by the table schema. Data dependency is expressed as a relationship. In SQL, table and relationship have the same meaning.

In every table, there is a column called a primary key or a primary key. In FIG. 14, an id in column 1 is a basic key. The primary key is usually called an id, and it is responsible for separating each row (record) within the table. Therefore, it is never duplicated and cannot be omitted. It is desirable to have the form of a natural number due to the nature of the primary key. The primary key can also be artificially generated by humans, but it is common to have database software automatically generated each time a record is added. In order to have the primary key automatically generated, for example in PostgreSQL, you can specify the property of the column as serial.

When entering data into a database or table, there are fields (fields, columns) that can be omitted, and there are fields that cannot be omitted. This will be a field in the customer information database that cannot be omitted. Columns that cannot be omitted can be specified by specifying "not null" in the constraints in PostgreSQL, a representative open source relational database. To create the customer table as shown in Fig. 14 in PostgreSQL, enter the following in the SQL shell.

CREATE TABLE customer (

id SERIAL NOT NULL PRIMARY KEY,

first_name VARCHAR(50) NOT NULL,

last_name VARCHAR(50) NOT NULL,

gender VARCHAR(6),

age INT,

phone_no VARCHAR(50) NOT NULL,

city VARCHAR(50) );

Here, the commands entered in uppercase letters are meant to emphasize the fact that they are SQL keywords, and in reality, it does not matter if they are entered in lowercase letters. Executing this command creates a table named customer in the database. When the database is built, a query must be made to obtain the desired information. FIG. 15 shows the output of all customer records by using the SQL command "select * from customer;".

16 is a result of searching for a customer with the name "Tom" with the command "select * from customer where first_name ='Tom';". There are two people named "Tom Cruise" in the customer database. So, if you search by name only, 2 records are returned. 17 shows a search for a customer whose name is "Tom" and the city is "L.A." with the command "select * from customer where first_name ='Tom' and city ='L.A.';". In this way, two or more conditions can be overlapped to obtain desired customer information.

Apps like Instagram and ShutterStock have a lot of photo data. There are many cases where a database of binary data other than strings or integers is required. Modern database software often has an option to store binary data. However, it is generally not desirable to store binary data directly in a database. This is because it puts a strain on the database and degrades performance. Instead, a method of storing binary data such as pictures separately in a folder and storing only the file path in the database is often used.

When drawing a floor plan of a building, geometric elements such as points, lines, and polygons are used. PostgreSQL, an open source DBMS, allows points, lines, polygons, etc. as datatypes.

However, if you want to include a floor plan on the map, you must designate the locations of the points in latitude (geodetic latitude) and longitude. In this way, by designating the locations of points in latitude and longitude, and defining a line or polygon connecting the points, it is possible to match them well with the map data.

GeoJSON is a text-based data format that can specify a geometric shape by using the location of points as latitude and longitude. GeoJSON is not an acceptable data format for PostgreSQL, but it can be used by installing PostGIS, a plug-in of PostgreSQL. The following is a hypothetical GeoJSON representation of the Malay Islands in the Java Sea where Malaysia and Singapore are located [Non-Special 14].

{

"type": "FeatureCollection",

"features": [

{

"type": "Feature",

"geometry": {

"type": "Point",

"coordinates": [102.0, 0.5]

},

"properties": {

"prop0": "value0"

}

},

{

"type": "Feature",

"geometry": {

"type": "LineString",

"coordinates": [

[102.0, 0.0], [103.0, 1.0], [104.0, 0.0], [105.0, 1.0]

]

},

"properties": {

"prop0": "value0",

"prop1": 0.0

}

},

{

"type": "Feature",

"geometry": {

"type": "Polygon",

"coordinates": [

[

[100.0, 0.0], [101.0, 0.0], [101.0, 1.0],

[100.0, 1.0], [100.0, 0.0]

]

]

},

"properties": {

"prop0": "value0",

"prop1": {"this": "that"}

}

}

]

}

When constructing spatial information such as a floor plan as a database, it is common to store position information corresponding to the center of the floor plan and the position information of the smallest sized rectangle including the floor plan, that is, the minimum bounding box.

18 is a diagram illustrating the concept of a center and a minimum bounding rectangle. In Fig. 18, the school campus is shown, and the boundaries of the campus are indicated by polygons. In the polygon that represents the boundary of this school campus, the centroid can be thought of as the exact location of the awl when you cut a wooden plank into the polygonal shape and place the wooden plank on the end of the awl to level it. That is, when a flat object is supported at one point, it can be thought of as a point that maintains horizontal without tilting in the horizontal or vertical direction. In addition, the minimum bounding rectangle can be said to be the smallest rectangle among rectangles in which all of the polygons fit therein.

The reason why the concept of the city center is necessary is that, in the case of a building, since it has a certain area, a representative location of the building, that is, a representative point to measure the longitude and latitude, is required. In addition, in order to quickly determine whether the shape is inside or outside of a complex building, the concept of a minimum boundary rectangle is required in order to quickly determine whether the boundary line is simplified.

In order to specify the minimum bounding rectangle, two representative points, namely, the latitude and longitude of the upper left corner of the minimum bounding rectangle, and the latitude and longitude of the lower right side can be specified. In addition, if the case of rotating the map is also considered, the slope of the minimum bounding rectangle must also be specified.

[Special 1] discloses a map system capable of arbitrarily selecting a reference point on a map and displaying two-dimensional orthogonal coordinates (X, Y) of a station with respect to this starting point. This invention calculates the distance and direction from the latitude and longitude information on the origin and the station to the station and displays the distance and direction on the map display device, so it is more intuitive to understand and use than the latitude and longitude information.

[Special 2] discloses systems and methods for generating coordinates related to the movement of objects such as trucks, firefighters, fire engines, and airplanes, and performing three-dimensional ultra-precise real-time tracking and positioning. In particular, this invention calculates the latitude, longitude and altitude from GPS data, and then derives level information in the building based on the 3D site model of the structure to determine the location of the object. It is displayed as an icon in the 3D model of. To this end, each target is equipped with a GPS receiver as well as a wireless transmitter capable of wirelessly transmitting its location to the monitoring system. Therefore, truck companies can make the locations of delivery trucks displayed as icons in a precise 3D model in real time, making management easier. In addition, it has the function of displaying the exact location on the computer of the monitoring system even if firefighters move up and down several floors and extinguish the fire in the fire building. However, since it is difficult to receive GPS indoors, it is expected that there will be difficulties in practical application.

[Special 3] discloses a conversion method for converting location information on the Earth and on a map into a decimal system, and a method for displaying location information on the Earth and on a map using the method. To this end, the present invention first extended the range of latitude from 90° south to 90° north to 180° south to 180° north. In other words, the North Pole is 90° north latitude, but the north latitude continues to increase until it reaches the equator beyond the North Pole to 180°, and the south latitude also expands. In this way, both the latitude and longitude ranges were expanded to 360°. Next, latitude P and longitude Q are converted into latitude-corresponding coordinates OWP and longitude-corresponding coordinates OWQ using Equations 35 to 36.

In this way, the latitude and longitude of all locations on Earth are normalized to a square range between 0 and 1. Next, this value is multiplied by 100 million, and if necessary, a pair of values rounded from 2 decimal places to 4 digits is used as location information. It is said that using a method like this one can easily express an arbitrary location on the Earth with just a pair of numbers.

In this method, three main problems are found. First of all, all places on Earth have double coordinates. Second, since this number and the distance on the earth do not have a simple relationship, they do not give any special meaning to people. Third, since latitude and longitude are simply renormalized to a large number, the resolution varies according to the position on the magnetic domain. In other words, even if the numerical value is expressed to the third decimal place, the degree to which the numerical value specifies a location on the earth varies depending on the latitude.

[Patent 4] discloses a radar device that observes the earth by being mounted on a vehicle such as an artificial satellite, an aircraft, an airship, and a hot air balloon.

[Patent 5] discloses a method and apparatus capable of setting digital information to limit a geographic area in which the information can be accessed. To this end, a location identification attribute is assigned to a digital file such as a photo or an MP3 file, and this unique location designation geocode includes latitude, longitude, and altitude, or becomes another attribute equivalent thereto. However, this location identification attribute is not, for example, a place where a picture was taken or a place where a picture is stored, but a representative address of an area where the picture can be accessed. In addition, an attribute defining the proximity of the location is additionally defined, which may be a rectangular area or circle including the proximity of the location, or may be defined as a specific postal code area, a specific city or country, and the like.

[Special 6] discloses a position display system for a moving object that is mounted on a moving object such as a vehicle or a ship and can display the position and shape of the object and other moving objects present in the vicinity. The position display system generates position coordinate data indicating the magnetic position of a moving object on which the system is mounted by a GPS receiver. In addition, shape data indicating the shape of the moving object is prepared in advance for each moving object, and position display data including position coordinate data and shape data is generated and transmitted to another moving object. Receiving this, the moving object uses the location coordinate data included in the corresponding data to determine which direction the moving object is facing from which geographic location (latitude, longitude, altitude, etc.), and similarly, it is included in the location display data. Display on the display device using the shape data.

On the other hand, there are many prior art technologies such as a method of creating an indoor map or a kiosk for directions. In [Special 7], it is possible to provide accurate and quick directions by displaying the route to the target point on the map by efficiently linking the actual survey map and personal information to the directions kiosk, and displaying the personal information and the exterior video of the building. A one-stop directions information system has been disclosed.

In [Special 8], the exhibition data and the electronic map system are linked, but by performing the linkage drive with the electronic map system according to the properties of the exhibition data, the optimal route to multiple targets according to multiple data searches is presented, and the exhibition facilities A system has been disclosed in which the utilization and convenience of information about is increased.

In [Special 9], the location information on the place that you want to remember or should remember is transmitted to the location information server along with the picture and stored. When a user requests information on the picture, the location information on the picture is provided in real time. A location memory service system is disclosed.

In [Special 10], an image formed by the imaging device and image-related data including the location of the imaging device are stored using a mobile communication device with a built-in imaging device and a GPS receiver, and transmitted to the central processing unit, and the central processing unit Disclosed is a mobile communication device capable of providing the image-related data to one or more other mobile communication devices.

[Patent 11] discloses a method of providing a route guidance service in a mobile communication terminal that stores location information of a place where a picture is taken. If a picture to receive route guidance service is selected from among the pictures stored in detail, the current location is measured using a GPS signal, and route guidance information is received using the measured current location and location information for the selected picture to guide the route. A technique to do is disclosed.

[Special 12] discloses a system for providing a geographic information search and location information guidance service to users in various places based on a computer network.

In [Special 13], the photographed location, the angle of the photograph, and the distance to the object are measured, and the photographed photograph data and map data are analyzed and referenced, and then the photographic data and map data are mapped with the geographic object. A system is disclosed that includes a database that records and maintains. Here, a geographic object refers to an entity in the real world that has spatial properties such as location, shape, and spatial relationship, and non-spatial properties such as place name and building name.

In [Special 14], after receiving a general image file that does not include location information from the user terminal, the shooting time and terminal identification information included in the image file are extracted, and the user terminal uses the time information and terminal identification information. After acquiring the identification information of the first base station located at the time of recording, the location information for the picture is obtained by analyzing the map of the service area of the base station, and the obtained location information is included in a general image file to be a location-based image file. A location-based image file conversion service server technology is disclosed.

[Special 15] includes a model construction unit that composes a building model corresponding to a building using drawing information of a building, a building information request unit that requests POI information about the building from the outdoor map POI server, and a POI for the building to the building model. An indoor map authoring tool including a matching unit for matching information and a building indoor map generator for generating indoor map information of a building using a building model in which POI information for a building is matched is disclosed.

In [Special 16], when a user requests a user-defined content service after setting a terminal to be searched on the server, the server acquires location information of the region where the terminal to be searched is located through LBS, and based on the obtained location information. A technology for providing image information captured by a local base station camera to a user terminal is disclosed.

[Special 17] includes a data receiving unit receiving image data captured from a terminal, a data searching unit searching for map data related to the received image data, and a data transmitting unit transmitting the searched map data to the terminal. A delivery system is disclosed. According to an embodiment of the present invention, by receiving image data captured by a terminal, identifying a landmark capable of location tracking from the image data, searching for map data related to the identified landmark and transmitting it to the terminal, the terminal The current location of the terminal can be easily grasped by using the captured image data, and map data can be provided accordingly.

In [Special 18], image information taken at a certain angle while rotating 360° from the outside with an interval centered on the filming target in a specific area, including the filming location of a movie or drama, or a tourist destination, is constructed as a database, and the GPS provided in the user's terminal A location-based content providing technology has been disclosed in which a user checks the location and direction of a user terminal using various sensors such as sensors, and then checks image information captured at a time viewed by the user in an area where the user is currently located.

[Special 19] includes analyzing the properties of nodes existing on the indoor map of each floor of the building, detecting one or more inter-floor nodes based on the analyzed properties of the nodes, and connecting the detected inter-floor nodes to a new link. An indoor map creation method including the step of generating is disclosed.

[Special 1] Sugimoto Kumi, "Map System", Japanese Patent Application Laid-Open No. 2007-34214, Publication Date February 8, 2007. [Special 2] Michael R. Zeitfuss, Joseph M. Nemethy, Joseph A. Venezia, "System and method for highly accurate real time tracking and location in three dimensions", International Patent Publication WO 2004/034076, Publication Date April, 2004 22nd. [Special 3] Owada Shigeru, "Method of displaying location information on the earth and on a map, and maps and coordinates using the same", Japanese Patent Laid-Open Publication No. 2010-61092, Publication Date March 18, 2010. [Special 4] Kaneko Yasuhiro, "Radar Device", Japanese Laid-Open Patent 2000-162315, published on June 16, 2000. [Patent 5] Barry J. Glick, Ronald S. Karpf, Mark E. Seiler, "System and method for using location identity to control access to digital information", US Patent No. 6,985,588, registered on January 10, 2006. [Special 6] Sasano Koji, "Location Display System", Japanese Patent Laid-Open Publication No. 2005-315721, Publication Date November 10, 2005. [Special 7] Samgeun Kim, Jungmin Seo, "One-Stop Directions Information System", Utility Model Registration No. 20-0430083, Registration Date of October 26, 2006. [Special 8] Seung-Hyun Lee and Ji-Cheol Ji, "Method and System for Providing Information on Exhibition Facilities", Korean Patent Registration No. 10-0674445, registration date January 19, 2007. [Special 9] Kim Yu-mi, Kim Hwan-cheol, Ju-moon Lee, and Se-Hyeon Oh, "Location Memory Mobile Terminal, Location Memory Service System and Method Using the Same", Korean Patent No. 10-0676619, registered on January 24, 2007. [Special 10] Obrado B. MichaelL, "Location Designation Camera and GPS Data Exchange Device", Korean Patent Registration No. 10-0697833, Registration Date March 14, 2007. [Special 11] Hyungwon Park, "A mobile communication terminal storing location information for photos and photos, and a service provision method using the same", Korean Patent Registration No. 10-0703277, registration date March 28, 2007. [Special 12] Kim Sang-yoon, "Location Information Information Service Providing System Using Kiosk", Korean Patent Registration No. 10-0827463, Registration Date April 28, 2008. [Special 13] Yongju Jung, Yongju Lee, Jiyeon Kim, Sanggyun Kim, "Method and System for Mapping Image Objects in Photos with Geographic Objects", Korean Patent Registration No. 10-0845892, Registration Date July 7, 2008. [Special 14] Kwon Soon-jin, Lee Jung-hwan, Min Dong-soon, "Location-based image file conversion service method and service server", Korean Patent No. 10-0853379, registration date August 14, 2008. [Special 15] Lee Jae-myeong, "Indoor Map Authoring Tool and Method", Korean Patent Application Publication No. 10-2013-0112492, Publication Date October 14, 2013. [Special 16] Seung-Hoon Moon, "System and Method for Providing Local Video Information on Location of Inquired Terminals", Korean Patent No. 10-1358690, registration date January 28, 2014. [Special 17] Se-yeon Lee, "Method and System for Providing Location Information," Korean Patent Registration No. 10-1472144, registration date December 5, 2014. [Special 18] Kyuhyun Kim, "Location-based content provision method and device", Korean Patent Registration No. 10-1546676, registration date August 18, 2015. [Special 19] Hyun-Hyun Lee, Jin-Kwon Lee, "Method and Device for Creating Indoor Maps", Korean Patent Registration No. 10-1985699, Registration Date May 29, 2019.

[Non-Special 1] Wikipedia, Geoid. [Non-Special 2] Wikipedia, World Geodetic System. [Non-Special 3] Encyclopaedia Britannica, latitude and longitude. [Non-Special 4] Wikipedia, Equirectangular projection. [Non-Special 5] Wikipedia, Map projection. [Non-Special 6] Wikipedia, Mercator projection. [Non-Special 7] Wikipedia, Web Mercator projection. [Non-Special 8] Wikipedia, Sinusoidal projection. [Non-Special 9] Heeyeon Lee, Jaeheon Shim, GIS Geoinformatics 2nd Edition (Beommunsa). [Non-Special 10] Wikipedia, UTM coordinate system. [Non-Special 11] Wikipedia, Universal Transverse Mercator coordinate system. [Non-Special 12] Seong-Gon Lee, Understanding of Geodetic Coordinate System and Map Projection for Practitioners of Physical Exploration, Geophysics and Geophysical Exploration, vol. 19, no. 4, 2016, pp. 236-248. [Non-Special 13] Namu Wiki, Database. [Non-Special 14] Wikipedia, GeoJSON. [Non-Special 15] Aboelmagd Noureldin, Tashfeen B. Karamat and Jacques Georgy, Basic Navigational Mathematics, Reference Frames and the Earth’s Geometry. In: Fundamentals of Inertial Navigation, Satellite-based Positioning and their Integration. Springer, Berlin, Heidelberg, 2013, https://doi.org/10.1007/978-3-642-30466-8_2. [Non-Special 16] Peter Osborne. The Mercator Projections (Edinburgh, 2013).

It is intended to provide an alternative and useful method of expressing a geographic location that can be expressed as a combination of latitude, longitude, and altitude as a combination of two or three simple integers.

When the coordinates of a point on the earth are given by geodetic latitude φ, longitude λ, and ellipsoid height h in the geodetic coordinate system based on the earth ellipsoid, the position of the one point is determined by the northward distance N and the trend distance E and optionally layer information It is represented by new coordinates including the denoted integer F. The intersection of the prime meridian and the hypothesis L(φ) with geodetic latitude φ is referred to as the path point W(φ), and the intersection of the meridian M(λ) with longitude λ and the hypothesis L(φ) with geodetic latitude φ is an ellipsoid. Referred to as a dot. The northbound distance N is given as a linear function of the distance measured along the prime meridian from the origin of the long latitude to the route point, and the trend distance is given as a linear function of the distance measured along the hypothesis from the route point to the ellipsoid point.

By specifying the location of any point on the earth, including indoors and outdoors, in a simple and useful way, it can be used in various industrial fields such as directions, delivery, and autonomous driving.

1 is a conceptual diagram of latitude and longitude.
2 is a conceptual diagram of a geoid.
3 is a conceptual diagram of an earth ellipsoid.
4 is a conceptual diagram showing the difference between geodetic latitude and geodetic latitude.
5 is a conceptual diagram illustrating an average radius of an earth ellipsoid.
6 is an example of a map using a square projection method.
7 is a conceptual diagram illustrating various map projection methods.
8 is a conceptual diagram of the Mercator projection.
9 is an example of a map created by the Mercator projection method.
10 is an example of a web Mercator map.
11 is an example of a map of the sinusoidal curve method.
12 is an example of a world map drawn in a UTM coordinate system.
13 is a conceptual diagram of a UTM zone.
14 is an example of a table in a relational database.
15 is a customer information table implemented in PostgreSQL.
Fig. 16 is a result of searching for a record whose name is Tom.
Fig. 17 is a result of searching for a record whose name is Tom and city is LA.
18 is a view showing the concept of a city center and a minimum boundary rectangle of a building plan.
19 is a conceptual diagram for understanding the world coordinate system of the first embodiment of the present invention.
20 is a diagram showing the density of sample points in a hardness-first coordinate system.
21 is a diagram showing the density of sample points in a latitude-first coordinate system.
22 is a conceptual diagram of an earth ellipsoid for calculating geodesic latitude and ellipsoid height in the world coordinate system.
23 is an exaggerated geoid shape.
24 is a conceptual diagram showing the relationship between the height of the ellipsoid and altitude above sea level.
25 is a diagram showing a distribution of sample points in the first embodiment of the present invention.
26 is a diagram showing the distribution of sample points corresponding to uniform latitude and longitude intervals in the first embodiment of the present invention.
Fig. 27 is a shape of a sphere expressed in a latitude-first coordinate system in the second embodiment of the present invention.
FIG. 28 is a diagram showing a case in which a range of a northbound distance and a trending distance is moved to a positive area by using the default values of the northbound distance and the trending distance in the third embodiment of the present invention.
FIG. 29 is a view showing a case in which the reference geocentric latitude and the reference longitude are changed from the origin of the long latitude to (38°, 127°) in the third embodiment of the present invention.
30 is a conceptual diagram illustrating the concept of layer information in the present invention.
31 is a conceptual diagram of a location identifier according to the present invention.
32 is a conceptual diagram of a minimum enclosing circle and a maximum included circle in the tenth embodiment of the present invention.
Fig. 33 is an example of a simple database in the eleventh embodiment of the present invention.
34 is a result of searching with various keywords in the eleventh embodiment of the present invention.

Hereinafter, embodiments of the present invention will be described in detail with reference to FIGS. 19 to 34.

In the first embodiment of the present invention, a sphere with a radius R in the shape of the Earth is assumed. 19 is a conceptual diagram of a world coordinate system or an Earth-Centered Earth-Fixed three-dimensional Cartesian coordinate system according to the first embodiment of the present invention. In the following, it will be simply referred to as a three-dimensional rectangular coordinate system. The origin C of this three-dimensional rectangular coordinate system is located at the center of mass of the Earth, the Z-axis coincides with the Earth's rotation axis, the X-axis is a straight line from the origin to the intersection of the equator and the prime meridian, and the Y-axis direction is the right-handed coordinate system (RHS : It is automatically determined by the principle of Right-Handed coordinate System).

A point P with a geocentric latitude ψ and a longitude λ is located at a geocentric height (geocentric altitude) A from the earth's surface. A coordinate system using the latitude, longitude and altitude of the geocentric will be referred to as a geocentric coordinate system.

Assume that the Earth is a sphere whose center is located at the origin, and this sphere will be called a spherical model Earth. The radius of this spherical model Earth is R. As for the R value, 6,371.0088 km may be used as illustrated in FIG. 5. The point P is separated by a distance (R + A) from the center of the Earth. Therefore, the coordinates of a point P can be written as (X, Y, Z) in the three-dimensional rectangular coordinate system, and as (ψ, λ, A) in the geocentric coordinate system.

The point at which the line segment connecting the point P(X, Y, Z) ≡ P(ψ, λ, A) and the center of the Earth C meets the surface of the earth, that is, the surface of the spherical model, is called Earth. point) Let's call it S(ψ, λ). The earth point is also the intersection of the meridian M(λ) with longitude λ and the hypothesis L(ψ) with geocentric latitude ψ.

_{Among the hypocrisy, the hypocrisy L O} , which corresponds to the latitude of 0°, is the equator. _{Among the meridians, the meridian M O} , which corresponds to 0° longitude, is the prime meridian. And the intersection O of the equator L _O and the prime meridian M _O is the latitude-longitude origin. In addition, the point at which the latitude is 90° on the Earth's surface is the North Pole (NP), and the point at which the latitude is -90° is the South Pole (SP).

The coordinates X, Y, and Z of the three-dimensional rectangular coordinate system are given as Equations 37 to 39 as a function of the coordinates of the geocentric coordinate system.

Conversely, the geocentric latitude ψ, the longitude λ, and the geocentric altitude A of the geocentric coordinate system are given by Equations 40 to 42 as a function of the coordinates of the three-dimensional rectangular coordinate system.

In the first embodiment of the present invention, in place of the geocentric latitude ψ and longitude λ, and the geocentric altitude A, the expanded concept of the northing distance N, the easting distance E, and the geocentric altitude A are used. In a plane rectangular coordinate system such as the UTM coordinate system, the northward distance and the trend distance were defined. However, in the UTM coordinate system, Northing and Easting have a disadvantage in that they are given by complex functions of geodetic latitude φ and longitude λ. In the first embodiment of the present invention, the northing distance is defined as the arc length along the meridian, and the easting is defined as the length of the arc along the above line.

Referring to FIG. 19, it can be seen that there are two methods of using Northing and Easting. These are the way through the path point U(λ) and the way through the path point W(ψ). The path point U(λ) is _{the intersection of the equator L O} and the meridian M(λ), and the path point W(ψ) is _{the intersection of the prime meridian M O} and the hypothesis L(ψ).

Path point meridian up way through the U (λ) is the equator from the origin O of the longitude and latitude to the path point U (λ) L _O a Easting Rλ and a route point U (λ) earth point S (ψ, λ) from measured along the The coordinates of the point P are displayed with the Northing Rψ measured along M(λ) and the geocentric elevation A from the earth point S(ψ,λ) to the one point P(ψ,λ, A).

This method will be referred to as the longitude-first coordinate system. The disadvantage of this hardness-first coordinate system can be confirmed through FIG. 20. In FIG. 20, the circumference of the earth is set to 36m, and each arrow corresponds to an easting distance of 1m or a northing distance of 1m. However, it can be seen that as the latitude increases, the horizontal spacing between sampling points decreases. That is, even if the effective digit of the northbound distance or the trending distance is up to the first decimal place, there is a disadvantage in that the precision of the position in the horizontal direction changes according to the latitude.

On the other hand, the method of going through the route point W(ψ) is _{the northing distance Rψ measured along the prime meridian M O} from the origin O of the long latitude to the route point W(ψ), and the earth point S at the route point W(ψ). Point P with the easting distance λRcosψ measured along the latitude line L(ψ) up to (ψ,λ) and the geocentric elevation A from the earth point S(ψ,λ) to the one point P(ψ,λ, A). The coordinates of are displayed.

That is, the north-facing distance N and the trend distance E satisfy the radius R of the spherical model earth, the latitude ψ, and the longitude λ of the spherical model, and the relational expressions of Equations 45 to 48.

21 shows the distribution of sample points in the latitude-first coordinate system. In FIG. 21, it can be seen that the spacing of the dots is constant in the horizontal direction or the vertical direction. Therefore, the latitude-first coordinate system is a much superior system.

In the latitude-first coordinate system, the sample points do not form a grid structure. As shown in FIG. 21, since the number of sampling decreases as the latitude increases, it is in principle impossible to form a grid structure such as a checkerboard. However, if you look at a local area on a global scale, for example, around Gwanghwamun Square in Seoul, the distribution of sample points will appear to have a grid structure. That is, although it looks like a rectangular coordinate system locally enough, it has the characteristics of a spherical coordinate system on a global scale.

In addition, Northing N, Easting E, and geocentric height A all have units of length or distance, so people can intuitively understand their meaning. It would be best to use meters as the unit of length, but you can use other units, such as km or mm. We use m (meter) as the unit of length, and anyone can know that the precision is 10cm if the distance to the north is written down to the first decimal place. Therefore, if you use such a latitude-first coordinate system, you can mark any position on the earth, but it is very convenient to use a unit of length rather than an angle.

The mathematical formula of the latitude-first coordinate system is essentially the same as that of the sinusoidal projection. However, the sine curve method is for the purpose of drawing a map, whereas the latitude-first coordinate system of the present embodiment is for representing the location of a point on the earth in a useful and convenient way.

If not for drawing a map, you may be wondering where to use this latitude-first coordinate system. One area in which this coordinate system can be useful is to describe the trajectory of a flight vehicle such as a satellite, aircraft, or drone. When the satellite does not use its own power, the satellite's trajectory becomes a circle centered on the Earth's center of mass. Therefore, it is the optimal coordinate system to describe the trajectory of an artificial satellite. It is also suitable for describing the trajectory of aircraft, drones and missiles.

However, a map is essential to check our location or to find a place. As described above, since the latitude-priority coordinate system is not a coordinate system for drawing a map, a map drawn using another projection method such as the Mercator projection is required, as well as a method of matching the latitude-first coordinate system with a conventional map.

Most maps display geodetic latitude, longitude, and elevation. And in most maps, distance doesn't mean much unless it's a large-scale map. This is because the distance varies in a very strange way depending on the projection method, and even 1cm on the same map, the actual distance may vary depending on the location on the map. This is because the scale of the distance varies depending on the projection method and the location on the map. In addition, the altitude is mainly the altitude above sea level, and the altitude above sea level can only be obtained by knowing the exact shape of the geoid.

22 is a conceptual diagram of an Earth ellipsoid for calculating geodetic latitude and ellipsoidal height. The earth ellipsoid 2201 uses the same three-dimensional rectangular coordinate system as the spherical model earth shown in FIG. 19. That is, the Earth ellipsoid is a flat spheroid whose center is located at the origin of the three-dimensional rectangular coordinate system, that is, an oblate spheroid. Also, the short axis of the spheroid coincides with the Z-axis. That is, the Z-axis is the Earth's rotation axis, and the X-Y plane is the Equtorial plane.

The coordinates of a point P on Earth are denoted by geodetic latitude φ, longitude λ, and ellipsoid height h. A coordinate system using geodetic latitude φ, longitude λ, and ellipsoid height h is called a geodetic coordinate system. Here, the ellipsoid height is not measured based on the line segment connecting the origin C and the point P of the three-dimensional rectangular coordinate system. At point P, lower the normal (2202) to the Earth's ellipsoid. The point 2203 where the normal 2202 meets the earth ellipsoid 2201 will be referred to as an ellipsoidal point. If the tangent plane 2204 is drawn for the earth ellipsoid 2201 at the ellipsoid point 2203, the normal 2202 passes perpendicularly through the tangent plane 2204. The angle φ at which the normal 2202 meets the equatorial plane is the geodesic latitude. In addition, the distance from the point (2205) to the ellipsoid point (2203) that extends the normal line and meets the Z-axis is the radius of curvature in the prime vertical R _N (Non-People 12 ].

If the semimajor axis, radius of the semimajor axis, that is, the long radius is a, and the semi-minor axis, radius of the semiminor axis, that is, the short radius is b, the eccentricity of the earth ellipsoid (離心率, eccentricity) e is given by Equation 49.

And the radius of curvature R _N of the catwalk is given by Equation 50 [Non-Special 15].

That is, the radius of curvature of the catamaran is not a constant but is given as a function of the geodesic latitude φ. And, the rectangular coordinates X, Y, and Z are a function of geodetic latitude φ, longitude λ, and ellipsoid height h, which are geodetic coordinates, and are given as in Equations 51 to 53.

Using this equation, the geodetic latitude φ, longitude λ, and ellipsoid height h are calculated as (φ,λ,h)→(X,Y,Z)→(ψ,λ,A)→(N,E,A). By sequentially converting in the same order, the northbound distance N, the trending distance E, and the geocentric elevation A can be obtained. Summarizing this is as follows.

First, suppose that the major axis radius (long radius) a and flattening (f) of the Earth ellipsoid are given. Then, the eccentricity of the Earth is given by Equation 54.

Given the geodesic latitude φ, longitude λ, and ellipsoid height h of a point P on the earth, the radius of curvature of the myoline is given by Equation 55.

In addition, the rectangular coordinates X, Y, and Z of the three-dimensional rectangular coordinate system are given as Equations 56 to 58 as a function of the geodetic coordinates.

However, X, Y, and Z may be written as Equations 59 to 61 as functions of geocentric coordinates.

Therefore, the geocentric latitude ψ, the longitude λ, and the geocentric altitude A can be obtained from Equations 59 to 61 as in Equations 62 to 64.

In addition, the north-facing distance N and the trend distance E can be obtained as in Equations 65 to 66.

The Sejong Reference Point (SEJN), one of the GNSS reference points managed by the National Geographic Institute, has a coordinate given by a geodetic latitude of 36°31'19.9682", a longitude of 127°18'11.4836" and an ellipsoid height of 181.196m in the GRS80 ellipsoid reference geodetic coordinate system. When converting longitude and latitude into decimal, that is, expressed in decimal degrees, the geodetic latitude is 36.5222134° and longitude 127.3031899°. From this, the latitude and longitude of the geocentricity are 36.3383398° and 127.3031899° longitude of the geocentricity. That is, the difference between the geodetic latitude and the geodetic latitude is 0.1838736°. In addition, when calculating the northbound distance and the trending distance using R = 6,371,008.8m, it is given as N = 4,040,644.61m and E = 11,402,698.22m, respectively.

In geodetic coordinates, the ellipsoid height is not measured along a straight line through the center of the Earth. Therefore, although the geodetic latitude is the same, the geocentric latitude is different if the ellipsoid height is different. Assuming that the ellipse height is 0, the latitude of the ground is given as 36.3383346°, and the north-facing distance and the trend distance are given as 4,040,644.03m and 11,402,698.98m, respectively.

By the way, GPS receivers display the height of the ellipsoid, but most of them display the altitude above sea level. And on most maps, the altitude above sea level is indicated, not the height of the ellipsoid. 23 shows the shape of an exaggerated geoid (https://commons.wikimedia.org/wiki/File:Geoid_undulation_10k_scale.jpg).

As can be seen in Fig. 23, the shape of the geoid is very irregular. Earth ellipsoids are perfect spheroids and are given by simple mathematical equations, but geoids depend on the topography and density of underground minerals, and the theoretical concept is complex, but very difficult to measure. Therefore, it is almost impossible to describe the shape of the geoid with a mathematical function such as a spheroid, and in reality, it is created by dividing the earth into a grid structure and measuring it.

Each country publishes a standard model, Geoid datum, by measuring the geoid for its own country. In Korea, there is a KNGEOID provided by the National Geographic Institute, and the accuracy is said to be about 3cm. It can be said that the horizontal distance has a considerable error range compared to the precision in mm.

24 is a conceptual diagram for understanding the relationship between a geoid height and an ellipsoid height. Elevation H at any point on the Earth is given by subtracting the geoid height N from the ellipsoid height h.

Therefore, if the GPS or map shows the altitude above sea level, you can get the height of the ellipse by taking into account the height of the geoid. However, strictly speaking, H is not an altitude above sea level, but a value called orthometric height.

Anyway, from the GPS receiver you can get geodetic latitude φ, longitude λ, and elevation H, from which (φ,λ,H)→(φ,λ,h)→(X,Y,Z)→(ψ,λ, By sequentially converting in the same order as A)→(N,E,A), the northbound distance N, the trend distance E, and the geocentric altitude A can be obtained.

Conversely, the process of obtaining geodetic latitude φ, longitude λ, and elevation H from the north-facing distance N, the trend distance E, and the geocentric altitude A is more difficult. Geodetic latitude φ, longitude λ, and ellipsoid height h as functions of coordinates X, Y, and Z of a three-dimensional rectangular coordinate system are given by Equations 68 to 70 [Non-Special 16].

Taking Equation 68 as an example, since the radius of curvature R _N of the myoyu line is a function of the geodetic latitude φ, the geodetic latitude is included in the formula for obtaining the geodetic latitude. So you can't simply tap the calculator to get this value. In order to obtain this value, there is a method of using a simplified formula by taking advantage of the fact that the difference between geodetic latitude and geodetic latitude is small, or calling it recursively until the values converge. This method itself is still the subject of research, and a new method has been devised and published by researchers.

Even looking at Equation 70, a geodetic latitude is required to obtain an ellipsoid height. Therefore, it is not easy to find the elliptical height. Only the formula for the longitude is given simply, and it can be seen that the shape of the Earth is the same regardless of whether it is a spherical or an oblate.

FIG. 25 shows the distribution of sample points set at an interval of 1m for a trend distance and 1m for a north direction in the latitude-first coordinate system, and it can be seen that the appearance is the same as the map of the sine curve method shown in FIG.

26 is a diagram showing how the northward distance and the trend distance of corresponding points are distributed assuming a lattice structure in which the latitude and longitude intervals are each 10°. As expected, it can be seen that the same hardness interval does not correspond to the same trend distance. Also, if the latitude is the same, the distance to the north is the same, and if the latitude is the same, the distance between the distance to the north is also the same. In addition, when looking at a very small area in FIG. 26, it can be seen that the distribution of the sample points is close to the lattice structure.

As described above, the first embodiment of the present invention is not for the purpose of creating a map, but a method for displaying the location of a point in a convenient and useful manner. However, the present invention can be used not to create a map accompanied by map projection, but to accurately express the shape of an object that is approximately close to a sphere. Fig. 27 shows a spherical surface using a latitude-first coordinate system according to the first embodiment of the present invention. In other words, a spherical surface is displayed with the altitude of the ground A = 0 and the northward distance N and the trend distance E at 1m intervals. As can be seen from FIG. 27, it can be seen that the spacing of the sample points on the spherical surface is uniform regardless of latitude.

Such a latitude-priority coordinate system may be used, for example, to express the shape of the geoid shown in FIG. 23. The existing method divides the latitude 1° and longitude 1° intervals into a grid structure like a checkerboard, and then measures the geoid at each grid point. However, in this method, the sampling interval is wide near the equator, and the sampling interval is narrowed in the polar regions. That is, in a geographic coordinate system using longitude and latitude, the sampling interval decreases as the latitude increases, which is inefficient. In addition, the UTM coordinate system is complex, and polar regions cannot be displayed at all. However, by using a latitude-first coordinate system, it is possible to make the sampling density uniform while expressing any position on the earth.

In addition, the latitude-first coordinate system can be used to three-dimensionally represent the shape of the actual earth, including mountain ranges, rivers, roads, and elevated and high-rise buildings. For example, it is possible to create a three-dimensional 3D globe by sampling every 1m horizontally and vertically for all places on the earth.

One drawback of Example 1 is that the northbound distance and the trending distance may have a negative (-) value as well as a positive (+) value. The structure of the data in which values are symmetrically distributed in the positive and negative directions based on the origin feels very natural to people, but it is inconvenient to process it with a computer. In computers, it is convenient to process data expressed as natural numbers or positive real numbers that start at 0 and increase in value only one way.

Another drawback is that if you are only interested in some areas of the earth, the northward distance or the trend distance may have an unnecessarily large value. For example, in Korea, a TM coordinate system with western origin, central origin, eastern origin, and east sea origin is used. Since it is difficult to know the elliptical height of these origins, the northbound distance and the trend distance for the Sejong reference point and the four origins based on the elliptic height 0 are shown in Table 2.

division Geodetic latitude Hardness Northbound street Trend distance Sejong Reference Point 36.5222134° 127.3031899° 4040644.03m 11402698.98m Western origin 38.0° 125.0° 4204668.95m 10980669.51m Central origin 38.0° 127.0° 4204668.95m 11156360.22m Eastern origin 38.0° 129.0° 4204668.95m 11332050.93m Donghae origin 38.0° 131.0° 4204668.95m 11507741.65m

Looking at the trend distance in Table 2, all the largest digits are the same. If you are only interested in Korea, it is unnecessary and inconvenient to display such a large number of digits. In the third embodiment of the present invention, the northward distance and the trend distance are given by Equations 71 to 72.

Where ψ _o and λ _o are the latitude and longitude of the geocentricity of the reference point. In other words, it is possible to use an arbitrary point on the earth as a reference point, not the origin, too. In addition, N _o and E _o are the default values of the north-facing distance and the trend distance. If the reference geocentric latitude ψ _o , the reference longitude λ _o , the default northward distance N _o and the trend distance E _o are all 0, the same is as in Example 1. In addition, the range of the northbound distance N and the trending distance E can be adjusted by adjusting the reference geocentric latitude ψ _o and the reference longitude λ _o , the default northbound distance N _o and the trend distance E _o.

The geocentric latitude ψ and longitude λ are given by Equations 73 to 74 as a function of the northward distance N and the trend distance E.

FIG. 28 is a diagram illustrating a case in which a range of a northbound distance and a trending distance is moved to a positive area by using the default values of the northbound distance and the trending distance in the third embodiment of the present invention. Specifically, assuming that the circumference of the spherical model earth is 36m, the default distance to the north is 10m and the distance to the trend is 20m. As can be seen in FIG. 28, the north-facing distance N and the trend-facing distance N have positive values over the entire area of the earth's surface.

FIG. 29 is a diagram showing a case in which the reference geocentric latitude and reference longitude are changed from the origin of the long latitude to (38°, 127°) in the third embodiment of the present invention. It can be seen that the distribution of the sample points is shifted with respect to the origin, and the overall shape has also changed.

In this way, the latitude-priority coordinate system can be optimized for a certain area of the earth by changing the latitude and longitude of the reference center or by properly setting the default northbound distance and the default trending distance.

Table 3 is the calculation of the northward distance and trend distance for the Sejong reference point and the four origins with the Sejong reference point as the reference point and the ellipse height as 0.

division Geodetic latitude Hardness Northbound street Trend distance Sejong Reference Point 36.5222134° 127.3031899° 0.00 m 0.00 m Western origin 38.0° 125.0° 164024.92 m -202324.54 m Central origin 38.0° 127.0° 164024.92 m -26633.82 m Eastern origin 38.0° 129.0° 164024.92 m 149056.89 m Donghae origin 38.0° 131.0° 164024.92 m 324747.60 m

As can be seen in Table 3, when this method is used, it can be seen that the northing distance and the trending distance are given as small values.

In Examples 1 and 3, the northward distance and the trend distance were calculated assuming a spherical model Earth. However, when creating public maps at the national level or surveying in relation to large-scale civil engineering or building works, the earth ellipsoid model is used. Furthermore, if you want to collect compatible survey data at a global level, it would be advisable to use the Earth ellipsoid model. Therefore, the concept of northward distance and trend distance should be defined on the earth ellipsoid.

Even in this case, as shown in Fig. 19, it is fixed to the Earth and rotates like the Earth (Earth-Centered Earth-Fixed), the center of mass of the Earth is the origin, the rotation axis of the Earth is the Z-axis, A three-dimensional Cartesian coordinate system is used with a straight line passing through the point where the meridian meets as the X-axis. The earth ellipsoid is a flat spheroid whose center is located at the origin of the three-dimensional rectangular coordinate system, and its short axis coincides with the Z-axis.

The rectangular coordinates (X, Y, Z) of a point P on the Earth have a geodetic latitude φ, a longitude λ, and an ellipsoidal height h in a geodetic coordinate system based on the earth ellipsoid. The point 2203 where the normal line 2202 and the earth ellipsoid 2201 meet by lowering a normal 2202 to the earth ellipsoid is called an ellipsoidal point. Its normal line 2202 is perpendicular to a tangent plane 2204 in contact with the earth ellipsoid at the ellipsoid point 2203. Further, the distance from the point where the normal line 2202 is extended to meet the Z-axis, that is, the distance from the intersection point 2205 of the Z-axis and the normal line 2202 to the ellipsoid point is the radius of curvature of the seedling line. The radius of curvature R _N of the myoline is given by Equation 75, where e is the eccentricity and a is the long radius of the Earth's ellipsoid.

In addition, the rectangular coordinates X, Y, and Z of the 3D rectangular coordinate system are given as Equations 76 to 78 as a function of geodetic coordinates.

As in the spherical model Earth, the meridians and prime meridians, hypocrisy and equator can be defined. In other words, on the surface of the Earth's ellipsoid, the meridian is a curve connecting points of the same longitude and is given as half of the ellipse. The meridian corresponding to the longitude λ is denoted by M(λ). _{And the meridian M o} ≡ M(0) corresponding to the longitude λ = 0 is the prime meridian. Also, parallels are curves connecting points of the same geodetic latitude on the surface of the Earth's ellipsoid, and are always given as circles parallel to the equator. The hypocrisy corresponding to the geodetic latitude φ is L(φ), and the hypocrisy L _o ≡ L(0) corresponding to the latitude 0° is the equator. And the intersection of the prime meridian and the equator is the origin O of the long latitude.

In the fourth embodiment of the present invention, the location of a point having geodesic latitude φ, longitude λ, and ellipsoid height h is represented by a northing distance N, easting distance E, and ellipsoid height h. In addition, the intersection of the prime meridian M _o and the upper line L(φ) is called the waypoint W(φ). At this time, the north-facing distance N is _{the distance measured along the prime meridian M o} from the origin of the long latitude to the path point, and the derivation process of the equation is very complex, but the result is concisely given as Equation 79 [Non-Special 16].

Similarly, the trend distance E is the length of the arc from the path point to the ellipsoid point, and is given by Equation 80.

The northbound distance N given by Equation 79 is given as Equations 81 to 86 by using the binomial theorem.

When this equation is applied, the error is said to be sub-milimeter.

Using a spherical model Earth (R = 6,371,008.8m), calculating the northward distance of the North Pole (i.e. 1/4 of the circumference) yields 10,007,557.22m. On the other hand, the northward distance obtained by numerical integration using Equation 79 using the Earth ellipsoid model is 10,001,965.7292m. If the distance to the north is calculated using Equation 81, it is also given as 10,001,965.7292m. Therefore, it can be seen that Equation 79 and Equation 81 are exactly the same. On the other hand, if you draw a graph of the northbound distance as a function of geodetic latitude, it is difficult to distinguish between a straight line passing through the origin and the naked eye.

When collecting data at a global level, it would be desirable to use the origin of the longitude and latitude as the origin of the coordinate system. However, when it is used only in a local area, for example, when it is used only within the territory of Korea, it has a default northward distance N _o and a default trend distance E _o , and has a geodetic latitude φ _o and longitude λ _{o as when using a spherical model earth} It would be desirable to use a reference point. Therefore, in general, the northward distance N and the trend distance E are given by Equations 87 to 88.

Equation 87 can be modified as follows.

When the function y has the form as in Equation 90, the function y is called a linear function (一次函數, linear function) for the variable x. Where a and b are constants, a is called the slope and b is called the y-intercept.

In Equation 89, the first term is the northward distance from the origin of the long latitude to the geodesic latitude φ, and is the same as Equation 79. And the second term has no dependence on the geodetic latitude φ. That is, the second term is a constant. If so, Equation 89 is a linear function for the northward distance from the origin of the long latitude to the geodetic latitude φ, especially when the slope is 1.

The exact position on the Earth is uniquely determined given the rectangular coordinates (X, Y, Z) of the three-dimensional rectangular coordinate system, but the rectangular coordinates (X, Y, Z) are an empty number for those who live by sticking to a roughly spherical surface. It is only recognized. The exact location is also specified by the geocentric latitude ψ, the longitude λ, and the geocentric altitude A of the geocentric coordinate system, but a map, smartphone or GPS receiver provides geodetic latitude, not geocentric latitude, and does not provide geocentric altitude.

Given the geodetic latitude φ, longitude λ, and ellipsoid height h in the geodetic coordinate system, it is possible to accurately specify a location on the earth. However, most maps provide geodetic latitude and longitude, but not ellipsoid height. If you use a smartphone or GPS receiver, you can know the altitude above sea level, but if you do not know the height of the geoid, you cannot know the height of the ellipsoid. If you do not know the height of the ellipsoid, you cannot know the exact location on Earth.

However, since most people live on the surface or sea level, the location can be determined by knowing only the geodesic latitude and longitude. In other words, unless in special cases, such as sending an Inter-Continental Ballistic Missile (ICBM) to surgically destroy enemy military facilities or specifying the exact location of airplanes, drones, or submarines, geodesic You only need to specify the latitude and longitude. For example, if accurate coordinates are needed to rescue a distressed traveler in a deep mountain or in the open sea, the altitude above sea level is not necessary.

Although it is possible to simply specify a location by geodetic latitude and longitude, as described above, it is difficult to even guess how far the place is from the current location or how wide an error range of the coordinates represents an area. Therefore, coordinates such as the northward distance and the trend distance according to the present invention are preferred. However, in a geodetic coordinate system based on an earth ellipsoid, the formula for calculating the northward distance and the trend distance from the geodetic latitude and longitude is relatively complicated, and the process of inversely calculating the geodetic latitude and longitude from the northward distance and the trend distance is more complicated. There is this.

However, the north-facing distance and the trend distance are recognized as numbers that are more meaningful to people, and are more suitable formats for transmission using transmission media such as the Internet. However, when looking for the location on a map, the geodetic latitude and longitude are again. Should be converted to. Therefore, for everyday purposes, such as using a map rather than for surveying or scientific investigation, two numbers are needed that have similar meanings to northbound and trending distances, but that can be simply converted to and from a pair of geodetic latitude and longitude. It is not necessary to have an exact distance measured along the meridian or hypothesis of the model Earth or the Earth's ellipsoid.

Moreover, the distance measured along the meridian or hypothesis on the Earth's ellipsoid does not actually match the distance we travel when we travel. If the height of the ellipsoid at the place where I am is not 0m, or if the slope of the surface is not 0° even if it is 0m, the two numbers will inevitably be inconsistent.

Therefore, in the sixth embodiment of the present invention, the north-facing distance has a unit of distance, is given as a monotonically increasing function of geodetic latitude φ or a simple increasing function of geocentric latitude ψ, and the trend distance is also It is given as a simple increasing function of the hardness λ in units of distance.

The simple increase function means that when the variable value increases, the function value also increases, and it refers to a function corresponding to a special type among functions. For example, sin(x) is not a simple increment function for x. This is because even though x continues to increase, sin(x) repeats increasing and decreasing. Meanwhile, x ³ is a simple increasing function, and exp(x) is also a simple increasing function. As x increases, x ³ also increases, and exp(x) also increases. However, the ^{degree to which x 3} increases and the degree to which exp(x) increases are of course different. On the other hand, y(x) = -2x + 3 is a simple reduction function for x. This is because the slope is a linear function with negative (-) values. In other words, when the variable value increases, the simple increase function only correlates, but does not care how large it increases.

In Example 4, the northward distance and the trend distance are given by Equations 91 and 92.

First, since the northbound distance default value N _o and the long radius a of the earth ellipsoid have a unit of distance, the northbound distance also has a unit of distance, for example, a unit of meter. Also, the north-facing distance N(φ) is a simple increasing function for the geodetic latitude φ. Since the integral function is always greater than 0, the integral of Equation 91 always becomes a simple increasing function for the geodesic latitude φ.

The trend distance E(λ) also has a unit of distance. This is because the default trend distance E _o and the radius of curvature R _N of the catwalk have units of distance. Also, the trend distance is a simple increasing function of the hardness λ. Since cosφ always has a positive value in the range of -90° to +90°, Equation 92 is a linear function for the hardness λ in which the _{slope R N cosφ has a positive value.} So, of course, it is a simple increment function.

Similarly, in the case of Example 3 or Example 5, the north-facing distance is a simple increasing function of the geodesic latitude φ, and the trend distance is a simple increasing function of the longitude λ.

In Example 3, the northward distance and the trend distance are given by Equations 93 and 94.

The northbound distance N(ψ) is a linear function with a positive slope R with respect to the geocentric latitude ψ, and the trend distance E(λ) is a linear function with a positive slope Rcosψ with respect to the longitude λ. That is, both are simple increment functions. Further, the northward distance and the trend distance in Example 1 are also simple increasing functions.

Accordingly, the north-facing distance used in Examples 1 and 3 to 5 of the present invention is a simple increase function for geocentric latitude or geodetic latitude, and the trend distance is a simple increase function for longitude. And, they all have units of distance. By the way, the northward distance and the trend distance of the third and fifth embodiments are not preferable due to the above-described reasons. The most preferable form of the northbound distance and the trend distance is given by Equations 95 and 96.

That is, in the equation of Example 3, geodetic latitude is replaced with geodetic latitude. In addition, the formula for obtaining the geodetic latitude and longitude at the northbound distance and the trend distance is given by Equations 97 to 98.

In other words, the two-way operation is given by a simple formula that can be calculated by hand, and even when it is processed by a computer, fast calculation is possible.

The northward distance and the trend distance of the sixth embodiment of the present invention do not have a clear geometrical meaning differently from the third and fifth embodiments. Therefore, it should not be understood as an actual distance. However, since the difference between the geodetic latitude and the geodetic latitude is not large, the northbound distance given by Equation 95 and the trend distance given by Equation 96 enable a rough estimate of the actual distance. In addition, if you want to know the exact corresponding location on the map, you can obtain the correct geodetic latitude and longitude using Equations 97 and 98, and if you can know the exact geodetic latitude and longitude, you can find it on the map immediately, In addition, it is possible to specify an exact location on the earth by using the formula of Example 1.

Most modern people live in cities. In cities, there are numerous buildings such as apartments and commercial buildings, and for modern people living or working in indoor spaces, the location is integrated, including the geographical location that can be specified by latitude and longitude, as well as the indoor location when inside the building. I need a way to do it.

In the present invention, all artificial structures are referred to as buildings without distinguishing between a building (construction, structure) or a building (construction). Buildings and structures have different legal meanings, but not only do not fit well with the common sense of the general public, and not many people know the difference. Accordingly, in the present invention, all artificial structures such as apartments, commercial buildings, barns, school buildings, factories, churches, temples, underground shopping malls, baseball stadiums, parking towers, etc. will be referred to as buildings.

When it comes to multi-story buildings such as apartments, underground shopping malls, buildings, and parking towers, floor information is more important than elevation. For example, if you decide to meet someone in a tall business building, the information on which floor you are on is more important. In addition, everyone may have been in trouble because at least once they parked their car in an underground parking lot, they lost how many floors they parked in the basement. For these various reasons, floor information is more useful than elevation.

In commercial buildings or apartments, the concept of floors is familiar to everyone. However, in general, the ground floor is called the first floor, and the basement is referred to as the first basement level and the second basement level. If you consider the first basement floor as -1 floor and the second basement floor as -2 floors, and substitute the number of floors as an integer, the index becomes discontinuous because there is no 0 floor. In other words, -3, -2, -1, 1, 2, 3, 4, 5, etc., making it inconvenient to process with a computer.

30 is a conceptual diagram for understanding a floor model used in the seventh embodiment of the present invention. In order to describe the entire Earth with a concept consistent with a simple mathematical model, it is desirable to call the ground floor zero. Of course, there is nothing that cannot be done by calling the first floor to the +1 floor as a general idea, but the computer code will look a little messy.

In any case, in the seventh embodiment of the present invention, the ground surface, the surface of the lake, and the sea level in the middle of the sea are all regarded as 0 levels. In the seventh embodiment of the present invention, the zero floor refers to a ground surface on which a person can step on and walk around in a natural state, and a floor of a building that is continuously connected to the ground surface. Therefore, even if Gapdol is jogging along the riverside road, swimming in the lake, or finding a store he likes and entering the store from India, they are all on the 0th floor. In addition, even when you ascend to Mt. Baekdu or Mt. Everest and sing hurray from the top of the mountain, it is also on the 0th floor. That is, in the present invention, the 0th floor has nothing to do with the altitude above sea level.

On the other hand, the layer we call the second floor is the +1 floor, and the third floor is the +2 floor. In addition, the first basement level is -1, and the second basement is -2. And if you fly or fly in a hot air balloon, everyone is considered to be on the +∞ floor, regardless of altitude. Also, if you are diving under a lake or in the sea, it is considered to be on the -∞ level.

In the present invention, the +∞ layer or the -∞ layer does not actually mean an infinite number, but means the largest number and the smallest number. For example, if a layer is allowed from -612 to 611 layers in the embodiment of the present invention, the 611 layer is regarded as a +∞ layer, and the -612 layer is regarded as a -∞ layer.

In the seventh embodiment of the present invention, all of the altitude of the ground, the height of the ellipsoid, and the altitude above sea level are ignored, and instead an integer F representing the layer is used. In addition, as the position in the horizontal space, the northward distance N and the trend distance E in the sixth embodiment are used. In addition, an integer F representing a layer is optionally used. That is, if the location of a point is specified as (N, E, F), this means the F floor of the building with the north-facing street N and the trend street E. In fact, on the F floor of a building, the geodetic latitude and longitude represent a specific point corresponding to the northbound distance N and the trending distance E. On the other hand, if you write only (N, E), it means (N, E, 0). That is, it may mean an outdoor place that does not require the concept of a floor, or it may mean the first floor of a multi-story building.

This model can be used for a variety of purposes, such as ordering food for delivery, delivering mail, making an appointment to meet with others, or visiting restaurants found on the Internet in large cities, where most of the multi-storey buildings are located.

In traditional markets, you can see grandmothers who are only 1m wide or 1m tall or do business with smaller seats. Also, streetlights, traffic lights, telephone booths, and fire hydrants occupy a smaller area. As such, there may be a need to accurately specify the location of a movable property or real estate having a small footprint. Or, if you want to meet your friends by specifying the location in a place where people are concentrated, even though there is no special topographical feature, such as in the center of Gwanghwamun, Seoul, you need a method to specify and distinguish a section of about 1m in width and height in a unique way. .

The surface area of a sphere with radius R is given ^{by 4πR 2.} Using 6,371,008.8m as the average radius R of the spherical model Earth, the surface area is given as ^{5,100,658,8×10 14} m ^2. That is, about 510 trillion pieces are obtained by dividing the Earth's surface into pieces that are approximately 1 m wide.

The method of the sixth embodiment of the present invention can be used to divide the earth's surface into pieces of approximately 1m in width and 1m in length, and to give each piece a location identifier given as a pair of two integers. That is, by using the geodesic latitude and longitude of the central location of the piece, the northbound distance N and the trend distance E in meters are calculated. Most preferably, the northward distance and the trend distance given by Equations 99 and 100 are calculated.

The northbound distance and the trending distance are rounded and converted to integers. In Equations 101 to 102, round() is a function that returns the rounded value of a real number. That is, round(9.4) is 9, and round(9.7) is 10.

Any point on the earth can be conveniently specified using the thus-obtained constants I and J and optionally an integer F representing a layer.

31 is a conceptual diagram of a 3D location identifier. By using the method of the eighth embodiment of the present invention, it is possible to specify a location with an error of less than ^{1m 2} using the three constants (I, J, F) regardless of the floors of the actual earth and all buildings. These three integers will be referred to as a 3-dimensional geological location identifier or simply a location identifier.

In FIG. 31, the location identifier of a place a on the earth is (I, J, F), the location identifier of a point e about 1m north of a is (I+1,J,F), and about 1m to the east. The location identifier of the point d is (I,J+1,F), and the location identifier of the point f having the same geodetic latitude and longitude above a floor is (I,J,F+1). In addition, by transmitting the location identifier (I, J) or (I, J, F) obtained in this way to a friend, you can easily tell your location even if you are in a hollow or deep mountain. This set of integers consumes less data to transmit than using geodetic latitude and longitude, and has the advantage of being able to guess the distance since I and J have units of length. And the biggest advantage is that at any location on Earth, this location identifier represents an area of about 1m horizontally: vertically.

In addition, when geodetic latitude and longitude are required, it can be obtained using Equations 103 and 104.

In constructing a photo database, a number of technologies and related technologies have been developed to add location information of a place where a photo was taken to a database using a GPS receiver built into a smartphone. Location information was recorded in the form of latitude and longitude expressed as decimal numbers, or latitude and longitude and altitude. In addition, it is possible to record location information using additional information recorded in the photo, that is, metadata stored in EXIF (Exchangeable Image File Format), even if the photo is not uploaded to the database immediately at the photo shoot site.

In the ninth embodiment of the present invention, all digital contents to which location properties are assigned, HyperText Mark-up Language (HTML) pages, movables, and immovables ) And database as the target of registration of relational database. For this reason, digital content, HTML pages, movable property, real estate, and databases can all be called data.

When the location attribute is assigned, it means that the geodetic latitude φ and longitude λ of the summit of Seoraksan where the photo was taken are given as the location property of certain data, for example, the location property of a picture taken from the top of Mt. Seorak. Also, in the case of gardens such as streetlights, traffic lights, fire hydrants, statues erected in squares, art works displayed in museums, luxury bags displayed in department stores, photos of idols hung in girls' rooms, Location properties can be assigned with the latitude and longitude corresponding to the location, and in the case of a movable located in a multi-story building, the location property includes the floor within the building. For example, CCTV installed in an office in a high-rise building can be given a location attribute (φ, λ, F) given by latitude, longitude, and floor by considering the floor of the office.

An HTML page is a web document that is displayed through a web browser when we visit a web site through a web browser such as Internet explorer or Google Chrome. document), and has an extension of htm or html.

There are many small stores in department stores, shopping malls, and underground shopping malls, and most do not have their own homepages. In addition, in order to operate your own homepage, you must first purchase and maintain an Internet domain. For example, the applicant's domain is www.S360VR.com. When you visit a web site, an HTML page usually named index.html is displayed first in the web browser.

It is difficult for all small stores in a shopping mall to purchase their own Internet domains and operate their homepages. Instead, create an HTML page with the name index.html, and add a set of geodetic latitude φ and longitude λ (φ, λ) of the store's representative location as the location attribute of the HTML page, or an integer F representing the layer. Let it be (φ, λ, F). By creating a location identifier (I, J) or (I, J, F) from this location attribute (φ, λ) or (φ, λ, F), it is possible to maintain a virtually separate home page even if you do not purchase each domain. Do.

In addition, in the case of real estate such as the house where I live or the cafe I frequent, the representative location of the real estate is selected, and the location attribute including the geodetic latitude and longitude of the representative location and optionally an integer specifying the floor within the building is given. can do.

However, the digital contents are not only photographs that can specify the physical geodesic latitude and longitude of the place where the photograph was taken, but also painting, illustration, cartoon, animation, video, music files, audio files, poetry, novels. , Essays, historical or cultural commentary, menus, catalogs, news articles, reviews, blueprints, and technical documents.

Poems or songs may not have special location attributes. However, in the present invention, the location attribute of data is not given objectively, but is an attribute subjectively recognized by the owner of the data. For example, in the case of a photo taken at the top of Seoraksan, the geodetic latitude and longitude of the top of Seoraksan can be used, but the location attribute of the geodetic latitude and longitude of the house where the protagonist lives by focusing on the protagonist of the photo, not the background of the photo. It can be given as, or both can be assigned as location properties.

In the case of a picture or illustration, if a particular feature appears in the picture or illustration, the location of the feature may be used, but the location of the studio of the artist who created the illustration or the studio of the artist who created the illustration may be determined as a location attribute. have.

When registering the national anthem as data, the latitude and longitude of Mt. Baekdu appearing in the lyrics of the national anthem can be used, or the location of the birthplace of Ahn Ik-tae, who composes the national anthem, can be used as a location attribute, and the location of the Blue House, a symbol of the governing power of Korea. Can be used as a location property, or all of them can be used as location properties. If all of them are used as location properties, multiple records can be registered in the same database, or a single record can be registered and multiple indexes referencing the records can be created.

Also, in the case of a newspaper article dealing with a rally in Gwanghwamun Square, the location attribute of the article is the central location of Gwanghwamun Square, or the location of the statue of King Sejong, the symbol of Gwanghwamun Square, the location of the office of the organization that hosted the rally, and the reporter's location. The location information subjectively recognized by the newspaper company or reporter, such as the location of the affiliated newspaper, is used.

Data that can be added to the database of the present invention may be another database. For example, you can create a separate database by collecting only photos taken at the top of Mt. Seorak. This is because you may only want to compare and see the pictures taken at the top of Seoraksan Mountain.

Also, suppose there is a nationally reputed bakery on the second floor of a commercial building, and there are endless certification shots and reviews of that bakery. In this case, all photos, videos, and reviews that have the same location identifier (I, J, F) corresponding to the geodetic latitude and longitude and layer (φ, λ, F), which are the location attributes corresponding to the representative location of the bakery, are collected and added separately. There are plenty of reasons to create a database.

In addition, the National Museum can build a database of all the exhibits of the National Museum, and the "Seoul Arts Center" or "Sejong Center for the Arts" can build a separate database for all performance files performed by their respective institutions. have.

Since the data registered in this database has the same location identifiers (I, J, F), there is no need for fields (fields, columns) corresponding to the northbound distance correspondence constant I, the trend distance correspondence constant J, and the floor constant F. . Therefore, there is no need to be a relational database, and a relational database or a non-relational database can be used if necessary.

On the other hand, since all data registered in the database of the ninth embodiment of the present invention have location properties, it is advantageous to be a relational database. A relational database may have fields that cannot be omitted, that is, columns and fields that can be omitted. More precisely, a main table of a relational database may have fields that cannot be omitted and fields that can be omitted. This is because some databases may consist of only one table, but may consist of one main table and multiple auxiliary tables. However, since there is no room for confusion, for convenience of discussion, the database can have fields that cannot be omitted and fields that cannot be omitted. A field that cannot be omitted means that if the field (column) is not filled in, data is not registered as a record in the database and an error occurs.

In the relational database of the ninth embodiment of the present invention, there are a field for inputting an integer I corresponding to a northbound distance, a field for inputting an integer J corresponding to a trend distance, and a field for inputting an integer F indicating a floor. However, since there is no room for confusion, the field name will be referred to as an integer I corresponding to the northward distance, an integer J corresponding to the trend distance, and an integer F representing the floor for convenience of discussion. The northbound distance correspondence constant I and the trend distance correspondence constant J are fields that cannot be omitted (NOT NULL), and the constant F representing the floor is an optional field.

The northbound distance correspondence constant I is an integer obtained by rounding the northbound distance N, and the northbound distance N has a unit of distance and is a simple increasing function for the geodesic latitude φ. The trend distance correspondence constant J is also an integer obtained by rounding the trend distance E, and the trend distance E has a unit of distance and is a simple increase function for the hardness λ. For example, the northbound distance N and the eastbound distance E can have units of meters. On the other hand, geodetic latitude and longitude have units of degrees or radians.

Table 4 illustrates the structure of such a relational database.

number field_name description datatype constraints One id identification number integer serial primary key 2 I integer corresponding to the northing of the data integer not null 3 J integer corresponing to the easting of the data integer not null 4 F floor number integer 5 data_name name of the data string 6 data_category data category such as photographs, music, HTML page, immovables, database and etc. string 7 owner owner who registered the data string 8 time the date and time when the data was registered string 9 file_path the full path to the data including directories and file name string not null 10 … 11 … 12 … 13 … 14 …

In Table 4, id is an automatically generated (serial) integer as a primary key. That is, each time data is added as a record, id is sequentially assigned starting from 1.

The field I is an integer corresponding to the northbound distance, and cannot be omitted (not null). The field J is an integer corresponding to the trend distance, and is an integer and cannot be omitted. Field F is a floor number, which is an integer and can be omitted. Fields I, J, and F are subjectively determined by the owner of the data and determine the geodetic latitude and longitude for the data and, if necessary, the floor number, from which the northbound distance correspondence constant I and the trend distance correspondence constant J Is calculated and registered in the database with floor number F

data_name is the name of the data. The data_name can be entered by the user, but if the user does not explicitly enter the data_name, the server can create and enter it instead. For example, when you take a picture with a smartphone, the file name is automatically created by combining the date and time.

data_category is a string input by a user or a server to distinguish whether the data is a photo, a music file, an HTML page, a real estate, or another database.

owner is the name or user id of the user who entered the data, and is a string. time is a character string that the server automatically registers the date and time when the data was registered.

The file_path is a full file path including the folder name and file name in which the data is registered. For example, it can be in the form of "D:\DB2019(Personal)\Photos2019(DSLR)\20191023A\4O4A0403.JPG".

Since the data can be a picture, a video, a poem, or a NoSQL, the format of the data registered in the relational database of the present embodiment is different. Therefore, in this case, the data itself cannot be entered, and the path name must be saved instead.

The northbound distance N and the trend distance E can be implemented in various ways from a pair of geodesic latitude φ and longitude λ (φ, λ), but in the most preferable form, the northbound distance N is given as Equation 105 as a function of geodesic latitude φ. .

Where N _o is the default value of the north-facing distance, R is the average radius of the earth, φ _o is the geodetic latitude of the reference point, and the unit of the angle is radians.

In addition, the trend distance E is given by Equation 106.

Here, E _o is the default value of the trend distance, and λ _o is the hardness of the reference point.

At this time, the northbound distance corresponding constant I is obtained by rounding the northbound distance N as shown in Equation 107.

Further, the trend distance correspondence constant J is obtained by rounding the trend distance E as shown in Equation 108.

The reason for using the northbound distance and the trend distance instead of latitude and longitude, which makes it difficult to determine the distance or error range, has already been sufficiently explained. By the way, the reason why we have to convert these numbers from real numbers to integers and store them is as follows. First, latitude and longitude expressed as decimal numbers, or northbound distance and trend distance expressed as real numbers can be used as fields. However, due to the nature of the computer, the task of investigating a mistake is much slower than the task of investigating an integer.

More importantly, if you use latitude, longitude, or northbound distance, or eastbound distance, which is given by mistake, the location property of the top of Seoraksan Mountain and the location property of the photo are compared to determine which photo was taken from the top of Seoraksan Mountain, for example. Therefore, the proximity must be judged. Therefore, if it is found to be within the predetermined criteria, it is judged as the same place, and if it is found to be beyond the criteria, it is judged as being photographed in another place. However, such a proximity determination not only takes a lot of time, but there is a possibility of error.

On the other hand, if they are within a region of about 1m horizontally and vertically, if they all have the same northbound distance correspondence constant I and trend distance correspondence constant J, for example, the northbound distance correspondence constant I and the trend distance correspondence constant J at the summit of Mt. Seorak are northbound in the photo. After checking whether it matches both the distance correspondence constant I and the trend distance correspondence constant J, if both constants match, it is judged as the same place, and if none of them match, it is judged as another place. Therefore, not only is the search fast, there is no possibility of errors.

In addition, when there is a need to specify the location with maximum precision, such as the location of a cadastral control point, the metric unit is assigned to the constants I and J, and a number (distance) less than or equal to a meter. Can be added as a separate field to the relational database, so there is no problem in using it even when precise location is required.

If the floor plan of the building is superimposed on the map and the outdoor map and the indoor map are displayed together, it will be useful in various fields. For this, it is desirable to construct a floor plan of the building as a database, and among them, a relational database is preferable.

In order to display the map and the floor plan of the building by overlapping, it is desirable to create the floor plan in GeoJSON format, or convert it from CAD format data such as autocad or map data format such as shapefile to GeoJSON format.

Since the building occupies a considerable area, it is necessary to select a representative point of the building. The representative point can be selected in various ways, but one method that can be automated is to use the centroid of the building's ground floor plan as the representative point. When a representative point is selected, a northbound distance correspondence constant I and a trend distance correspondence constant J are generated from the geodetic latitude and longitude of the representative point.

The northbound distance correspondence constant I is an integer obtained by rounding the northbound distance N, and the northbound distance N has a unit of distance and is a simple increasing function for the geodesic latitude φ. The trend distance correspondence constant J is also an integer obtained by rounding the trend distance E, and the trend distance E has a unit of distance and is a simple increase function for the hardness λ.

The northbound distance N and the trending distance E can be implemented in various ways from a pair of geodesic latitude φ and longitude λ (φ, λ), but in the most preferable form, the northbound distance N is given as Equation 109 as a function of geodesic latitude φ. .

Where N _o is the default value of the north-facing distance, R is the average radius of the earth, φ _o is the geodetic latitude of the reference point, and the unit of the angle is radians.

In addition, the trend distance E is given by Equation 110.

Here, E _o is the default value of the trend distance, and λ _o is the hardness of the reference point.

The northbound distance correspondence constant I is obtained by rounding the northbound distance N as shown in Equation 111.

Further, the trend distance correspondence constant J is obtained by rounding the trend distance E as shown in Equation 112.

And, needless to say, there is a field for entering the full file path including the folder where the floor plan or floor plan is stored in GeoJSON format and the file name. If you use the PostGIS extension, you can save GeoJSON files directly from PostgreSQL, so saving the GeoJSON files directly may be preferable.

In the relational database of the tenth embodiment of the present invention, there are an integer I corresponding to a northbound distance, which is a field that cannot be omitted, an integer J corresponding to a trend distance, and an integer F representing a layer which is an optional field. If the building is a single-story building, do not enter or enter 0 in the floor field F. In the case of a plan view of the second floor, the integer 1 is input in the floor field, and in the case of a plan view of the third floor, 2 is input. Also, for the first basement level, enter -1 in the floor field, and for the second basement level, enter -2 in the floor field.

In order to display the map and floor plan by overlapping or to quickly search for buildings located in the map area, a method of including the coordinates of the boundary points of the minimum bounding box including the floor plan of the building in the database can be used. . It would be desirable to use a point at the upper-left corner and a point at the lower-right corner of the minimum bounding box as the boundary points. In this case, the field of the relational database contains the coordinates of the boundary points of the minimum bounding box including the floor plan of the building therein, as either two pairs of northbound distance and trend distance, or two pairs of geodetic latitude and longitude. do. Table 5 illustrates the structure of such a relational database, and shows a case in which the northbound distance and the trend distance in the upper left and the northbound distance and the trend distance in the lower right are added as fields.

number field_name description datatype constraints One id identification number integer serial primary key 2 I integer corresponding to the northing of the centroid integer not null 3 J integer corresponing to the easting of the centroid integer not null 4 F floor number integer 5 northing_upper northing of the upper left corner of the bounding box real 6 easting_left easting of the upper left corner of the bounding box real 7 northing_bottom northing of the lower right corner of the bounding box real 8 easting_right easting of the lower right corner of the bounding box real 9 floor_map floor map in F floor GeoJSON not null 10 … 11 … 12 … 13 … 14 …

In Table 5, id is an automatically generated (serial) integer as a primary key. That is, each time data is added as a record, id is sequentially assigned starting from 1. The field I is an integer corresponding to the northbound distance, and cannot be omitted (not null). The field J is an integer corresponding to the trend distance, and is an integer and cannot be omitted. Field F is a floor number and is an integer, and can be omitted.

When a representative point is selected from the floor plan of the ground floor of the building, the north-facing distance correspondence constant I and the trend distance correspondence constant J are automatically generated from the geodetic latitude and longitude of the representative point. If the building is a multi-story building, the floor plan of each floor is input as individual data (records), the north-facing distance corresponding constant I and the trend distance corresponding constant J are the same, and F is input differently according to the floor.

floor_map is a floor plan written in GeoJSON format.

In Table 5, it is assumed that the locations of the upper left corner and lower right corner of the minimum bounding box are stored as the northward distance and the trend distance, but it may be better to directly enter the geodesic latitude and longitude in these fields. This is because these fields are not used for sorting and searching, but only when displaying on a map.

However, the method of using the minimum bounding box is inconvenient. First of all, when viewing a map using a smartphone, the direction of the map changes according to the direction the smartphone is facing. If so, the plan view overlapped with the map must also be reorientated, so the minimum bounding box must be rotated as well. Instead of such a minimum bounding box, a minimum enclosing circle can be used. The minimum boundary circle refers to the circle with the smallest radius among the circles that include all the floor plans of the building.

As the center of the minimum boundary circle, the above-described city center may be used, or the center and radius of the optimum circle at which the radius of the minimum boundary circle is minimum may be searched separately from the center. In FIG. 32, a centroid is indicated by assuming that the boundary of the school campus is a floor plan, and a minimum boundary circle with the city center as the center of the circle is also displayed.

The most convenient way to specify a circle is to specify the location and radius of the center. In order to specify the center of the minimum boundary circle including the floor plan of the building therein, the field of the relational database includes the coordinates of the center position as one of a pair of a northward distance and a trend distance or a pair of a geodetic latitude and longitude. Further, since the radius must have a unit of length, the field of the database includes the radius of the minimum boundary circle having the same unit as the northward distance.

Another circle is shown in FIG. 32, which will be referred to as a maximum included circle. The largest inclusive circle refers to the circle with the largest radius among the circles in which the circle is completely contained in the plan view. The maximum inclusive circle can also have its center as the center, or the center and radius of the circle with the largest radius irrespective of the center can be determined. In FIG. 32, the largest circle was obtained regardless of the city center, and as shown in FIG. 32, the center of the circle is in a different position from the city center. In fact, the city center is just a point where the physical moment is balanced, so there is no inevitability to coincide with the center of the largest inclusion circle.

Even in this case, the field of the relational database includes the coordinates of the center position of the maximum inclusive circle included in the floor plan of the building as either a pair of northbound distance and trend distance or a pair of geodetic latitude and longitude, and the same unit as northbound distance The radius of the largest inclusive circle with (unit) is also included.

Finally, you can use a maximum included box instead of the maximum included circle. The maximum inclusive rectangle refers to a rectangle with the largest area among rectangles in which the rectangle is completely included in the plan view. The center of the largest inclusive rectangle may be the center, or the upper left corner and the upper right corner of the rectangle having the largest area regardless of the city center may be determined.

In this case, the field of the relational database includes the coordinates of the boundary points of the maximum inclusive rectangle included in the floor plan of the building as either one of two pairs of a northward distance and a trend distance, or two pairs of a geodetic latitude and longitude.

Apart from the concept of a maximum inclusion circle or a maximum inclusion rectangle and how to specify it, the question may arise why a maximum inclusion circle or a maximum inclusion rectangle is needed. The use of the maximum inclusion circle or the maximum inclusion rectangle is the same, but the purpose of the maximum inclusion circle is to check whether the center of the map screen indicating the location of the user of the map or the location of the mouse cursor is clearly located in the building. In other words, it is used to determine whether the mouse cursor of a smartphone user or a user searching a map on a PC is 100% surely located in a building.

In fact, if you are outside of the maximum inclusion circle and in the plan view, you are definitely in the plan view, but the test will fail. But this doesn't matter. If you move the mouse further and the cursor goes inside the maximum inclusion circle, you can see that you are inside the building with 100% certainty, and this is the information you really need. Also, the search algorithm is simple, and it doesn't matter if the screen rotates.

In this way, when it is confirmed that the user is in a building, a menu for selecting a floor in a multi-story building appears and allows users to select a desired floor, and when a desired floor is selected, the floor plan of the floor can be superimposed on a map and displayed to the user. .

When using an internet map service such as Google map, you can search for a map by entering latitude and longitude, but you can also search by entering an address. In this case, this is because the map server finds the latitude and longitude corresponding to the address. In this way, a technique for finding latitude and longitude from a name of a place or an address is called geocoding. Conversely, a technique for finding addresses in latitude and longitude is called reverse geocoding.

In the eleventh embodiment of the present invention, the concept of this geocoding technique is extended to assign a positional attribute to an arbitrary proper noun, a common noun, or a more general arbitrary character string, and a relational database for the character string is constructed. In the relational database according to the eleventh embodiment of the present invention, data is a string to which a location attribute is assigned. Location attributes include geodetic latitude φ and longitude λ, and optionally floors within the building.

As in the ninth embodiment of the present invention, the location attribute in the eleventh embodiment of the present invention is subjectively recognized by the owner of the data, that is, a user registering the character string in a relational database. This is the location attribute of data (ie, string). From the location attribute of the string, the northbound distance corresponding integer I and the trend distance corresponding integer J are generated, and these two integers (I, J) are entered into the database, and if not on the ground floor, that is, the integer F specifying the floor within the building is also a database. Is entered in.

In the relational database according to the eleventh embodiment of the present invention, the northbound distance correspondence constant I and the trend distance correspondence constant J are fields that cannot be omitted (NOT NULL), and the integer F representing the floor is an optional field. The northbound distance correspondence constant I is an integer obtained by rounding the northbound distance N, and the northbound distance N has a unit of distance and is a simple increasing function for the geodesic latitude φ. The trend distance correspondence constant J is also an integer obtained by rounding the trend distance E, and the trend distance E has a unit of distance and is a simple increase function for the hardness λ.

The northbound distance N and the trend distance E can be implemented in various ways from a pair of geodesic latitude φ and longitude λ (φ, λ), but in the most preferable form, the northbound distance N is given as Equation 113 as a function of geodesic latitude φ. .

Where N _o is the default value of the north-facing distance, R is the average radius of the earth, φ _o is the geodetic latitude of the reference point, and the unit of the angle is radians.

In addition, the trend distance E is given by Equation 114.

Here, E _o is the default value of the trend distance, and λ _o is the hardness of the reference point.

The northbound distance correspondence constant I is obtained by rounding the northbound distance N as shown in Equation 115.

Further, the trend distance correspondence constant J is obtained by rounding the trend distance E as shown in Equation 116.

If an objective location attribute is related to a specific string, a location identifier (I, J) or (I, J, F) will be generated first from the location attribute. For example, to the string "Namdaemun", an integer I corresponding to a northbound distance corresponding to the geodesic latitude and longitude of Namdaemun and an integer J corresponding to a trend distance may be assigned. In addition, "Sungnyemun", which is the official name of Namdaemun, is given the same northbound distance correspondence constant I and trend distance correspondence constant J. In addition, the same character string "40, Sejong-daero, Jung-gu, Seoul", which is the address of Namdaemun, is given the same integer I for the northbound distance and the constant J for the trend distance. In addition, since Namdaemun is the first national treasure of the Republic of Korea, the same integer corresponding to the northbound distance and the constant corresponding to the trend distance are assigned to the string "National Treasure No. 1". Also, a corresponding location identifier may be assigned to a place name such as "Seorak Mountain Rock Rock".

The name of the applicant is "S360VR Co., Ltd.", and in English, it is written as "S360VR CO., LTD." Then, to the string "S360VR", with the geodetic latitude and longitude and floor of the applicant's office location, an integer I corresponding to the northbound distance, an integer J corresponding to the trend distance, and an integer F specifying the floor are given. In addition, the same location identifier (I, J, F) is assigned to the representative's name, "Kwon Gyeong-il". In addition, the same location identifier is assigned to the applicant's representative phone number, fax number, email address, and internet domain. In addition, the same location identifier is given to the applicant's main product "scanning type stereoscopic camera" and the main service area "software development".

"S360VR" or "Software Development" is of course a string, but you can think that the representative phone number is not a number. For example, if the applicant's office phone number, including the country code, is written in the usual way, it is +82-42-226-8664. Here, 82 is the country code of Korea, 42 is the area code of Daejeon, 226 is the station code, and 8664 is the rest of the number.

However, the dash (-) is not part of the phone number, but is inserted for convenience so that people can easily identify the country code, area code, and phone number. It is clear from the fact that we do not press the dash (-) button when making a call. So, if you use a pure phone number, it becomes 82422268664. In other words, you can think of it as a very large integer. Therefore, even if a location attribute is assigned to a phone number, it can be considered that it cannot be registered as data because it is not a character string.

However, most software allows you to convert integers or real numbers to strings, or store them as strings. In addition, it provides functions that convert numeric data stored in a string format back to the original numeric format. In PostgreSQL, you can convert numbers to strings just by enclosing them in quotes. That is, if it is saved as '82-42-226-8664' or '82422268664', it can be inserted into a field whose datatype is a string.

In this way, all names, place names, and trade names to which not only (geodesic) latitude, longitude, and layer are subjectively recognized by the owner of the data are assigned. ), nickname, address, internet doamin, email address, telephone number, and fax number can be added as data. have.

In addition, the character string to which the location attribute is assigned includes the type of business, type of service, service, and product as a common noun. . For example, if an electrician living in a town registers a string such as "electrical repair", the location property of the electrician's store can be designated as the location property of the string, or the location property of one's house can be designated. May be.

Likewise,'Starbucks','starbucks','coffee shop','cafe','Americano' and'coffee' can all be registered as data by assigning the location attribute corresponding to the same address. Then, whether the user searches for'Starbucks','Cafe', or'Americano' will all be searched.

Since'cafe' and'coffee' are both common nouns, data can be added with the same keywords in many cafes, that is,'cafe' or'coffee'. Therefore, when a user using the relational database of the embodiment of the present invention searches for'coffee' using a smartphone, a large number of data will be searched. The database software can then find out the user's current location on the smartphone, and then display the search results in an order close to the user's current location. Therefore, it can be used for various purposes such as ordering food for delivery or searching for a movie theater or gas station.

The relational database according to the eleventh embodiment of the present invention may have the structure shown in Table 6. Table 6 is an example of the main table of a relational database that uses strings with location attributes as data in a very simple format.

number field_name description datatype constraints One id identification number integer serial primary key 2 keyword keyword string not null 3 category category string 4 I integer corresponding to the northing of the data integer not null 5 J integer corresponing to the easting of the data integer not null 6 F floor number integer 7 owner owner who registered the data string

In Table 6, keyword is a character string, that is, data to which a location attribute is assigned, and category is additional information input to increase the efficiency of data management and search.

As such, "keywords", a database for strings with location properties, can be created with the following SQL command in PostgreSQL.

CREATE TABLE keywords (

id BIGSERIAL NOT NULL PRIMARY KEY,

keyword VARCHAR(100) NOT NULL,

category VARCHAR(50),

I BIGINT NOT NULL,

J BIGINT NOT NULL,

F SMALLINT,

owner VARCHAR(50));

Here, the data type of the id is BIGSERIAL. Like SERIAL, an integer is automatically generated starting from 1, but the maximum integer value is an integer type that can be up to 9223372036854775807. Both BIGINT and SMALLINT are integer types with different ranges.

FIG. 33 shows a database having one table "keywords" using PostgreSQL, and FIG. 34 shows the result of executing a search using various keywords.

The geographical location and the indoor location within the building can be integrally specified with 2 to 3 integers and can be utilized in various industrial fields such as directions.

ψ: geocentric latitude
φ: geodetic latitude
λ: hardness
A: ground height
h: ellipsoid height
S: Earth point
W: route point
N: northbound street
E: trend distance

Claims (26)

delete delete In a method of specifying a geographic location,
Earth-Centered Earth-Fixed, with the Earth's center of mass as the origin, the Earth's rotation axis as the Z-axis, and a straight line through the point where the equator and the prime meridian meet at the origin. In a three-dimensional Cartesian coordinate system as an axis,
The rectangular coordinates (X, Y, Z) of a point are the geodetic latitude φ and longitude λ and the ellipsoidal height h in the geodetic coordinate system based on the Earth ellipsoid. Is given as a function of,

The earth ellipsoid is a flat spheroid whose center is located at the origin of the three-dimensional rectangular coordinate system,
The semiminor axis of the spheroid coincides with the Z-axis,
e is the eccentricity of the earth ellipsoid,
R _N is the radius of curvature in the prime vertical at the one point, given as

Where a is the long radius of the Earth's ellipsoid,
The intersection of the prime meridian and the hypothesis L(φ) having a geodesic latitude φ is referred to as the waypoint W(φ),
When the intersection of the meridian M(λ) with longitude λ and the hypothesis L(φ) with geodesic latitude φ is referred to as an ellipsoidal point,
The location of the one point is represented by the northing distance N, the easting distance E, and the ellipsoid height h,
The northbound distance N is given as a linear function of the distance measured along the prime meridian from the origin of the long latitude to the route point,
The trend distance E is given as

Where E _o is the default value of the trend distance,
λ _o is the hardness of the reference point,
A method of specifying a geographic location, characterized in that the unit of the angle is a radian (radian).
The method of claim 3,
The northbound distance N is given as:

Where N _o is the default value of the north-facing distance,
φ _o is a method for specifying a geographic location, characterized in that the geodetic latitude of the reference point.
In a method of integrally specifying a geographic location and an indoor location within a building,
The coordinates of a point on the earth are fixed to the earth and rotated like the earth (Earth-Centered Earth-Fixed), the center of mass of the earth is the origin, the rotation axis of the earth is the Z-axis, and the equator and prime meridians are It is given as (X, Y, Z) in a three-dimensional Cartesian coordinate system with a straight line passing through the point of intersection as the X-axis,
Given the geodetic latitude φ and longitude λ and the ellipsoidal height h in a geodetic coordinate system based on the Earth ellipsoid,
The location of the one point is represented by a new coordinate system including the northing distance N and the easting distance E,
The northbound distance N has a unit of distance, and is given as a simple increase function for geodetic latitude φ as follows,

Where N _o is the default value of the north-facing distance,
R is the average radius of the Earth,
φ _o is the geodetic latitude of the reference point,
The unit of angle is radian,
The trend distance E has a unit of distance, and is given as a simple increase function for the hardness λ as follows,

Where E _o is the default value of the trend distance,
λ _o is the hardness of the reference point,
The geodetic latitude φ is given as a function of the northbound distance N,

Longitudinal λ is a method of integrally specifying a geographical location and an indoor location within a building, characterized in that it is given as a function of a northbound distance N and a trending distance E as follows.

delete The method of claim 5,
A method of integrally specifying a geographic location and an indoor location in the building, further comprising an integer F for specifying a floor in the building.
In a method of integrally specifying a geographic location and an indoor location within a building,
When a point on Earth has a geodetic latitude φ and a longitude λ in a geodetic coordinate system based on the Earth ellipsoid,
The location of the one point is represented by an integer I corresponding to the north-facing distance, an integer J corresponding to the trend distance, and an integer F that optionally specifies a floor in the building,
The northbound distance corresponding constant I is given as a function of the northbound distance N as follows,

Here, round() is a function that returns the rounded value of a real number as an integer.
The trend distance correspondence constant J is given as a function of the trend distance E as follows,

The northbound distance N is given as a function of geodetic latitude φ as follows,

Where N _o is the default value of the north-facing distance,
R is the average radius of the Earth,
φ _o is the geodetic latitude of the reference point,
The unit of angle is radian,
The trend distance E is given as a function of geodetic latitude φ and longitude λ as follows,

Where E _o is the default value of the trend distance,
λ _o is the hardness of the reference point,
_{The geodetic latitude φ I} corresponding to the northbound distance corresponding constant I is given as follows,

The method for integrally specifying a geographic location and an indoor location in a building, characterized in that _{the longitude λ I,J} corresponding to the north-facing distance correspondence constant I and the trend distance correspondence constant J are given as follows.

In a relational database stored in a medium, which uses as data at least one of digital content, HTML page, movable property, real estate, and database to which location attributes are assigned,
The location attributes include geodetic latitude φ and longitude λ and optionally floors within the building,
The relational database includes an integer I corresponding to a northbound distance and an integer J corresponding to a trend distance, which are fields that cannot be omitted,
Including an integer F representing the floor within the building, which is an optional field,
The northbound distance corresponding constant I is an integer obtained by rounding the northbound distance N having a unit of distance,
The trend distance correspondence constant J is an integer obtained by rounding the trend distance E having a unit of distance,
The northbound distance N is a simple increasing function for geodetic latitude φ, given as

Where N _o is the default value of the north-facing distance,
R is the average radius of the Earth,
φ _o is the geodetic latitude of the reference point,
The unit of angle is radian,
The trend distance E is given as a simple increase function for the hardness λ,

Where E _o is the default value of the trend distance,
λ _o is a relational database stored in a medium using one or more of digital content, HTML page, movable property, real estate, and database to which the location attribute is assigned, characterized in that it is the longitude of the reference point.
delete The method of claim 9,
The geodetic latitude φ and longitude λ included in the location property and the floor within the building are geodetic latitude φ and longitude λ that the owner of the data subjectively recognizes as the location property of the data, and a floor within the building. A relational database stored in a medium that contains as data any one or more of the granted digital content, HTML pages, movable property, real estate, and database.
The method of claim 9,
The digital contents include photographs, drawings, illustrations, cartoons, animations, videos, music files, audio files, poems, novels, essays, history or culture commentary, menu boards, catalogs, news articles, reviews, blueprints, and technical documents. A relational database stored in a medium that includes, as data, at least one of digital content, HTML page, movable property, real estate, and database to which location attributes are assigned.
The method of claim 9,
The database is a digital content assigned with a location attribute, characterized in that the northbound distance correspondence constant I, the trend distance correspondence constant J, and optionally an integer F representing a floor in the building are both a relational or non-relational database for the same data, and A relational database stored in a medium that contains HTML pages, movable property, real estate, and any one or more of the database as data.
In a relational database stored in a medium that uses the floor plan of a building as data,
A point in the building is called the representative point of the building,
When the geodetic latitude of the representative point in the geodetic coordinate system based on the earth ellipsoid is φ and the longitude is λ,
The relational database includes an integer I corresponding to a northbound distance and an integer J corresponding to a trend distance, which are fields that cannot be omitted,
Including an integer F representing an optional field, floor,
The northbound distance corresponding constant I is an integer obtained by rounding the northbound distance N having a unit of distance,
The trend distance correspondence constant J is an integer obtained by rounding the trend distance E having a unit of distance,
The northbound distance N is a simple increasing function for geodetic latitude φ, given as

Where N _o is the default value of the north-facing distance,
R is the average radius of the Earth,
φ _o is the geodetic latitude of the reference point,
The unit of angle is radian,
The trend distance E is given as a simple increase function for the hardness λ,

Where E _o is the default value of the trend distance,
λ _o is a relational database stored in a medium that uses the floor plan of a building as data, characterized in that it is the longitude of the reference point.
delete The method of claim 14,
The representative point is a relational database stored in a medium that uses the floor plan of a building as data, characterized in that it is a centroid of a floor plan of the ground floor of the building.
The method of claim 14,
The field of the relational database is the coordinates of the boundary points of the minimum bounding box including the floor plan of the building in it, two pairs of the northbound distance and the trending distance, or two pairs of the geodetic latitude and longitude. A relational database stored in a medium that includes, as data, a floor plan for each floor of a building, comprising one of a pair.
delete delete delete The method of claim 14,
A relational database stored in a medium, wherein the floor plan of the building is given in a GeoJSON format, and the floor plan of the building is used as data. delete delete delete delete delete

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