WO2003090184A1 - Procede et dispositif permettant le dessin d'une carte altimetrique numerique - Google Patents
Procede et dispositif permettant le dessin d'une carte altimetrique numerique Download PDFInfo
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- WO2003090184A1 WO2003090184A1 PCT/JP2003/005038 JP0305038W WO03090184A1 WO 2003090184 A1 WO2003090184 A1 WO 2003090184A1 JP 0305038 W JP0305038 W JP 0305038W WO 03090184 A1 WO03090184 A1 WO 03090184A1
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- topographic map
- map
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- topographic
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- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B29/00—Maps; Plans; Charts; Diagrams, e.g. route diagram
-
- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B29/00—Maps; Plans; Charts; Diagrams, e.g. route diagram
- G09B29/003—Maps
- G09B29/005—Map projections or methods associated specifically therewith
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- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B29/00—Maps; Plans; Charts; Diagrams, e.g. route diagram
- G09B29/12—Relief maps
Definitions
- the present invention mathematically processes the survey data to generate contour lines, thereby producing a digital topographic map, a digital topographic map creating method, and a method for mathematically processing survey data to generate contour lines.
- the present invention relates to a method and an apparatus for creating a digital topographic map that combines digital map elements such as coastlines, rivers, lakes and marshes, railways, roads, and buildings as elements. Background technology ''
- topographic maps created by the Geospatial Information Authority of Japan describe contours of undulations on the ground surface, but when creating topographic maps based on contour lines, triangulation based It is created by measuring elevations and manually connecting survey points with the same elevation among many survey points obtained one by one using a drafting instrument such as a cloud ruler.
- topographic maps In order to obtain a more accurate topographic map, it is necessary to create a huge amount of survey points, and it takes a lot of time and effort to create contour lines, and in addition to the obtained survey data, Since the data must be processed manually to create a topographic map, creating a topographic map requires a lot of time and effort, and also causes human error. Because topographic maps are easy to generate, the topographic maps created have problems such as low accuracy and reliability. On the other hand, a conventional topographic map expressing the undulation of the ground surface by contour lines is binarized (digitized) by processing such as pattern recognition, and the obtained digital data is processed into a curve to create a topographic map.
- the contours themselves do not have height information, that is, three-dimensional information. If it is unreadable or there is rainfall in the gorge indicated on the topographic map, how will the rainwater be collected in the gorge, and if there is rainfall in the watershed, in which direction the rainwater will be after the watershed The location of the tower in the topographical map, how the pyroclastic flow will flow when a volcano erupts, how the tsunami will hit the shoreline, etc. If you try to simulate Chillon in CAD, in the conventional topographic map problems force s and the like is impossible.
- the present invention has been made to solve the conventional problems, and an object of the present invention is to provide a method for creating a digital topographic map capable of easily and accurately creating a digital topographic map in a short time. .
- the present invention creates and obtains contour lines of terrain with three-dimensional digital data.
- the basic map created by the UTM projection is divided into squares at predetermined intervals, and the obtained squares are further subdivided, and the lack of space between the squares is obtained.
- Generating a small cell by interpolating between the data to be measured and the discontinuous data in each cell, and associating the x, y coordinates of the obtained small cell with the elevation obtained by surveying, and establishing a reasonable algorithm.
- a digital topographic map with contours displayed with smooth curves can be easily obtained in a short time, and a large amount of survey data must be processed manually. In comparison, since human errors are less likely to occur, the accuracy and reliability of topographic maps can be significantly improved.
- the digital data for generating the second topographic map is stored in the recording means together with the map element data, and these data are used alone or separately. It can be combined with a layer-one structure and displayed on display means, or output as a topographic map on paper or the like.
- the digital topographic map creation method of the present invention when the first topographic map is generated by sequentially connecting small squares having the same elevation with straight lines, mathematical processing is appropriately performed so that line segments do not cross each other. It is provided with a check function for checking whether or not it is
- the digital topographic map creation method of the present invention mathematically modifies the second topographic map and map elements of the trapezium generated based on the basic map created by the UTM projection so as to become a right-angled quadrilateral. And a 3D topographic map and map elements created by interpolation. As a result, when the third topographic maps adjacent to each other are collected, no deviation occurs in the map elements such as contour lines, railways, roads, and boundary lines.
- a user map element created independently by a user is stored in a database as a database, and these user map elements and the third topographic map are used alone or in a layer structure. It can be combined and displayed on display means or output as a topographic map on paper or the like.
- the basic map created by the UTM projection is divided into squares at predetermined intervals, and the obtained squares are further subdivided, and the lack of space between the squares is obtained.
- Generating a small cell by interpolating between the data to be measured and the discontinuous data in each cell, and associating the x, y coordinates of the obtained small cell with the elevation obtained by surveying, and establishing a reasonable algorithm.
- a digital topographic map is created by storing the data in a recording unit, combining these data alone or in a layer structure, and displaying the data on a display unit, or outputting the data as a topographic map on paper or the like.
- a digital topographic map with contours displayed with smooth curves can be easily obtained in a short time, and a large amount of survey data must be processed manually. In comparison, since human errors are less likely to occur, the accuracy and reliability of topographic maps can be significantly improved.
- a dialog having a color scale color-coded according to elevation and a slide bar movable along the color scale is displayed on the third topographic map displayed on the display means.
- the third topographic map can be colored to any color at each elevation.
- the third topographic map displayed on the display means includes a dialog box having an elevation display field for displaying an elevation of an arbitrary contour line, and a color palette for specifying a color of the contour line to be colored.
- the contour line of the 3rd topographic map can be colored at any altitude by inputting the altitude of the contour line to be colored in the altitude display column and the color from the color palette. It is.
- the contour lines at the desired elevation can be colored in any color to obtain the same elevation. Can be easily determined.
- the sub-screen is displayed on the display means on which the third topographic map is displayed, and the sub-screen is displayed on the sub-screen at an arbitrary location displayed on the display means.
- the 3rd topographic map of the surrounding area is displayed by map number and map name.
- the display means displays an X-axis cursor and a Y-axis cursor that intersect on the cross along with the third topographic map, and moves the X and Y-axis cursors in arbitrary directions.
- the latitude and longitude of the intersection are displayed on a part of the display by aligning the intersection of the X and Y axis cursors with an arbitrary point on the third topographic map.
- the third topographic maps displayed on the display means are combined with each other and the contour lines of the joint are continuous, by moving the intersection of the cursor, the third topographic maps are continuously connected to the adjacent third topographic map. It is possible to scroll easily, and it is easy to determine where the intersection of the cursor is on the topographic map by looking at the sub screen.
- a plurality of arbitrary points are set on the third topographic map displayed on the display means, and the plurality of points are connected by a straight line or a smooth curve, thereby forming a straight line or a curved line.
- the cross-sectional view of the third topographic map cross-section is displayed on a part of the display means.
- two arbitrary points are set on a contour line of the same elevation of the third topographic map displayed on the display means so as to cross the river, and these two points are connected by a straight line.
- the cross section of the river sectioned by a straight line is displayed on a part of the display means, and the water storage amount upstream from the straight line is calculated from the contour line, the straight line, and the cross section.
- the digital topographic map creation method of the present invention includes the steps of: setting arbitrary two points so as to cross the lake or swamp on a contour line of the same elevation surrounding the lake or swamp of the third topographic map displayed on the display means; and By connecting these two points with a straight line, a cross section of the lake or marsh cross-sectioned by a straight line is displayed on a part of the display means, and the water storage volume of the lake or marsh is calculated from the contour lines and the cross section.
- the depth of the lake or marsh and the topography of the bottom can be easily grasped by looking at the cross-sectional view, and the amount of water stored in the lake or marsh can be calculated instantaneously.
- an arrow indicating the inclination direction and the magnitude of the inclination is displayed on the third topographic map displayed on the display means.
- the digital topographic map creation device of the present invention divides a basic map created by the UTM projection into grids, further divides the obtained grids, and reduces the space between grids. Interpolated data and discontinuous data in each cell to form small cells, read the elevation from the digital topographic map digital data for each of these cells, arrange them on a plane, block them, and make them mesh data.
- the neighboring A means for generating the first topographic map based on a reasonable algorithm without the line segments intersecting each other by performing a process of connecting each small cell with a straight line while selecting the measurement points By mathematically smoothing a curve that passes through the tangent of the line segment sequence of the first topographic map obtained by the above process and has a continuous differential coefficient, Means to create a second topographic map composed of the above, and mathematically correct and scale the trapezium generated based on the basic map and map elements created by UTM projection so that it becomes a right quadrangle.
- Means for interpolating to create a third topographic map from the second topographic map recording means for storing digital data for generating the third topographic map together with map element data, and digital data stored in the recording means
- Display means for displaying the data singly or in a layered structure.
- FIG. 1 is an explanatory diagram showing a method of creating a basic map used in the method of creating a topographic map according to the present invention
- FIG. 2 is an explanatory diagram showing a method of creating a basic map used in the method of creating a topographic map according to the present invention
- FIG. 3 is an explanatory diagram showing the method for creating a topographic map according to the present invention
- FIG. 4 is an explanatory diagram showing the method for creating a topographic map according to the present invention
- FIG. FIG. 6 is a block diagram showing an apparatus for creating a digital topographic map used in the creation method
- FIG. 6 is a flowchart showing a method for creating a topographic map according to the present invention
- Figure 8 is the first topographic map obtained by the topographic map creation method of the present invention
- Figure 9 is a partially enlarged map of the first topographic map shown in Figure 8
- the figure is a second topographic map obtained by the method of creating a topographic map according to the present invention
- FIG. 11 is a partially enlarged map of the first topographic map shown in FIG. Fig. 12
- Fig. 12 are explanatory diagrams of a state in which the third topographic maps obtained by the method of creating a topographic map of the present invention are assembled.
- Fig. 13 is obtained by the method of creating a topographic map of the present invention.
- FIG. 14 (a) and (mouth) show the state in which map elements such as resources are combined with the third topographic map, and the coordinate conversion of the trapezoidal quadrilateral into an equilateral quadrilateral by the topographic map creation method of the present invention.
- Fig. 15 is an explanatory diagram of a state in which a dialog for coloring at each elevation is displayed on the third topographic map obtained by the method of creating a topographic map of the present invention
- Fig. 16 The present invention An illustration of the 3rd topographic map obtained by the method of creating topographic maps in Fig. 17 showing a diagram for coloring at each altitude, and Fig. 17 is obtained by the method of creating topographic maps of the present invention.
- FIG. 15 is an explanatory diagram of a state in which a dialog for coloring at each elevation is displayed on the third topographic map obtained by the method of creating a topographic map of the present invention
- Fig. 16 The present invention An illustration of the 3rd topographic map obtained by the method of creating topographic maps in
- FIG. 18 is a diagram illustrating a state in which a dialogue for coloring contour lines of the obtained third topographic map is displayed, and FIG. 18 shows a cursor at the same time as the third topographic map obtained by the method of creating a topographic map according to the present invention.
- FIG. 19 is an explanatory view showing a state in which a sectional view and a sub-screen are displayed simultaneously with the third topographic map obtained by the method for creating a topographic map according to the present invention.
- FIG. 20 is an explanatory diagram showing a state in which a sectional view and a sub-screen are displayed at the same time as the third topographic map obtained by the method for creating a topographic map according to the present invention.
- FIG. 21 is a topographic map according to the present invention.
- FIG. 22 is an explanatory diagram showing the cross-sectional view and sub screen displayed simultaneously with the 3rd topographic map obtained by the method of creating Illustration showing the cross-sectional view and sub-screen displayed together with the third topographic map obtained by the topographic map creation method in Fig. 23.
- Fig. 23 is a part of the third topographic map shown in Fig. 22. It is an enlarged view.
- a line perpendicular to the equator with respect to the sphere Earth 1 and connecting the north and south poles is a meridian 2
- a line perpendicular to this meridian is a latitude line 3.
- the angle between adjacent meridians 2 is divided into, for example, 6 °, 60 meridians 2 are drawn for the earth 1 at 360 °, and longitudes are defined in numerical order of these meridians 2.
- the latitude is defined by setting the equator to latitude 0 °, the north and south poles to latitude 90 °, and dividing the interval by a predetermined angle.
- Figure 2 shows the projection of the Earth 1 divided by the meridian 2 and the latitude 3 onto the plane by the Gallus-Kriegel method.
- the division formed by meridians 2 and latitude lines 3 becomes an inequilateral quadrilateral with narrow widths at the north and south poles as shown in Fig. 3, and the base is 1, for example.
- the upper side is reduced to about 0.999.
- Japan's topographic maps issued by the Geospatial Information Authority of Japan are created using the UTM projection described above, and the main scales are 50/1000 and 1/2500/1000. It has become.
- This topographic map contains detailed contour lines, rivers, seas, railroads, roads, and place names created based on a large amount of survey data obtained by surveying.
- a digital topographic map as shown in Fig. 7 has been provided, in which a large amount of survey data obtained by surveying is digitized and the height (elevation) from the level is classified by color.
- the present invention provides a method for creating a digital topographic map on which detailed contour lines are displayed, based on digital data obtained from the digital topographic map issued by the Geospatial Information Authority of Japan.
- the map created by the UTM projection is subdivided into grids at intervals of 1 Om or the like when obtaining 5 Om, 25 Om, or a detailed map.
- the obtained 5 Om square cell is further divided into about 10 equal parts to form a small cell 4 as shown in FIG. 3 surrounded by a picture frame. If the data is divided into approximately equal parts, a discontinuous portion of data may occur between each image area, or a discontinuous portion of data may occur within the image area.
- a continuous small cell 4 is formed by interpolating a discontinuous portion of the data or interpolating a lack of the data.
- an interpolation method a weighted interpolation method having relatively high accuracy is used.
- the elevation is read from the digital data of the digital topographic map for each of the small squares 4 obtained by interpolation, arrayed on a plane, and block-shaped mesh data is created, and this is shown as vector data in Fig. 4.
- the vector data of each small cell 4 stored in the HD 11 is read and processed by the CPU 10 to generate the first topographic map 5 as shown in FIG.
- the elevation h is defined in the x, y plane and height direction of the small cell 4 (Step 2).
- the allowable range of altitude h is defined in database 12 of the topographic mapping system. If the altitude h is the same value, the CPU 10 performs a process of connecting each sub-square 4 with a straight line while selecting a nearby measurement point, and the sub-square 4 in the block. By performing all of the above processes, the first topographic map 5 as shown in Fig. 5 is generated based on a reasonable algorithm without these line segments intersecting each other (step 3).
- Fig. 9 is an enlarged view of a part of Fig. 8.
- the CPU 10 proceeds with the process by providing a check function for constantly checking whether the process of connecting the small cells 4 with a straight line is properly performed during the process.
- the obtained first topographic map 5 is easy to become a right-angled segment because the mesh data is grid-shaped and is generated by connecting the same altitude h in succession. Are continuous, facilitating the next contouring process.
- the contouring process is a process of smoothing the first topographic map 5 obtained by the above process to generate contour lines 6 with smooth curves, and a portion where the density of the contour lines 6 is high, such as a cliff, is as described above.
- This line segment sequence is smoothed, assuming that it is the same as the line segment sequence, and a curve that passes through the junction of these line segments and has a continuous differential coefficient (differential value) is mathematically processed.
- a second topographic map 7 as shown in FIG. 10 in which the contour lines 6 are formed by the curve group is created (step 4).
- FIG. 11 is an enlarged view of a part of FIG.
- the 2nd topographic map 7 created as described above was created by blocking it into unequal-sided rectangles with the top side smaller than the bottom side. Problems such as deviation of contour line 6 in the figure occur.
- a coordinate address on a trapezoidal square is set in a section by a known method described in Japanese Patent Application Laid-Open No. 2000-180801 filed by the present applicant. While maintaining the data and the number of coordinates, the coordinate is transformed into a coordinate address on an equilateral rectangle, and a third topographic map 8 of an equilateral rectangle is mathematically created (step 5).
- FIG. 14 is an unequal side cut out from Gauss-Krüger projection data.
- This figure shows a second topographic map 7 at an arbitrary location having a quadrangular shape and a third topographic map 8 of an orthogonal equilateral quadrangle to be converted, and the algorithm of the coordinate conversion program is shown in FIG. B)
- Both the second topographic map 7 and the third topographic map 8 are digital images, and the unit is pixels, but when converting the second topographic map 7 to the third topographic map 8, both topographic maps 7 and 8 are used.
- the coordinate conversion is performed so that the same pixel arrangement and the same number of pixels are maintained, and this is the basic idea.
- the coordinate conversion is performed by an address conversion process to an equilateral quadrangle coordinate address for a memory whose position (addressing) is determined by the coordinates (address) of the trapezoid.
- the third topographic map 8 is B in width and H in height.
- the start point at the left end is ⁇ X1
- the end point at the right end is ⁇ 2 shorter than the right end of the upper side of the third topographic map 8, as shown in FIG.
- the second topographic map 7 becomes a trapezoidal square, so that any position in the second topographic map 7 is set to ( ⁇ ', ⁇ '), and the second position of ( ⁇ ', y') 3 Let the position on the topographic map 8 be (x, y).
- H, B, N, L, B, ⁇ 1, and ⁇ X2 are known values if the cutout segment is determined.
- the coordinate transformation formula from ( ⁇ ', y') to (x, y) is as follows.
- FIG. 3 and 4 show examples of coordinate transformations from the 2nd topographic map 7 to the 3rd topographic map 8 and the 2nd topographic map 7 and the 3rd topographic map 8 are for simplicity.
- the pixel size is 10 ⁇ 10 pixels, which means that the same pixel array and the same number of pixels are maintained in the second topographic map 7 and the third topographic map 8 described above.
- each coordinate of the trapezoid is defined by a coordinate system such that the lower one pixel segment is larger and the upper segment is larger, the one pixel segment is smaller, and each pixel section has the shape of a trapezoid rectangle.
- the coordinates of the equilateral quadrangles shown in Fig. 4 are in a coordinate system that is regularly arranged in the vertical and horizontal directions. It is a continuous topographic map without deviation of contour line 6.
- the map elements are not yet displayed in the third topographic map 8
- the map elements previously stored in the database 12 are read and combined as necessary, and displayed on the display means 13 of the topographic map creation system. Can be output as a topographic map on paper using a printing device such as a printer (not shown) .
- a printing device such as a printer (not shown) .
- the map elements stored in the database are created by UTM projection, they will be When map elements such as rivers, seas, railroads, roads, and boundaries of municipalities are superimposed on the converted third topographic map 8 and combined into a layered structure, when multiple block-shaped third topographic maps 8 are collected, Problems such as deviation of map elements of adjacent topographic maps occur.
- each coordinate of the inequality rectangle is converted into a coordinate of a right-angled isosceles rectangle, and a map element is created. ing.
- the contour line data and map elements created as described above are stored in the database 1 in advance. 2 and can be read from the database 12 with the contour line alone or with the map element whenever necessary, and the contour line data includes the altitude h data in the x and y plane data.
- the topography can be displayed three-dimensionally, providing a topographic map that is optimal for use in civil engineering work, disaster prediction, mountain climbing, etc. It becomes like this.
- Fig. 13 shows an example of combining topographic maps around Mt.Fuji with data obtained from water resource surveys.By displaying the water quality of the water source in different colors, it is easier to grasp the resources. Become.
- the data format of map elements stored in advance in the database 12 is a digital vector (vector data).
- place information such as place names, station names, longitude and latitude as character data is also included.
- the elevation (elevation) from the benchmark displayed for each contour line, etc., and the third topographic map 8 is colored according to the elevation, and the contour lines 6 are colored one by one according to the height according to the height.
- the following functions can be added. For example, it is possible to color climbing and descending roads and mountain roads with different colors by combining them with a topographic map.
- Fig. 15 shows a dialog 20 that executes the function of coloring according to the altitude on the topographic map at an arbitrary location displayed on the display means 13.
- the dialog 20 includes, for example, the altitude O m Power scale 20a and color scale 20a, which can be moved along the color scale 20a.
- c and an altitude scale 20 d along the color scale 20 a Etc. are displayed.
- the dialog 20 can be used to display the topographic map data stored in the database 12 as a map number 2 a or map name 2 b assigned to each third topographic map 8 in advance. Call up and display in step 3, then display dialog box 20.
- the color scale 20a in the dialog 20 is colored sequentially from green to brown as the altitude increases. If the color coding as shown is sufficient, click the execute button (not shown).
- the third topographic map 8 displayed on the display means 13 is colored and displayed at each altitude according to the color scale of the color scale 20a, and the obtained third topographic map 8 displays map elements such as roads and mountain roads.
- FIG. 16 shows a function for arbitrarily changing the coloring range of the third topographic map 8 displayed on the display means 13, and is provided on the color scale 20 a of the dialog 20.
- the altitude for coloring green can be changed arbitrarily. In the case of FIG. 16, for example, up to around 87 Om is colored green.
- the altitude for coloring brown can be changed arbitrarily. m, the altitude above 260 m becomes brown Is displayed.
- This function is used when the 3rd topographic map 8 on a flat land with a small difference in altitude or the 3rd topographic map 8 in a mountainous area with high mountains is colored for each altitude, and is mostly displayed in the same color green or brown. This is used to avoid this because the topographic map becomes difficult to distinguish between elevations.
- the left and right slide bars 20 b set in the color scale 20 a of the dialog 20 are used.
- the third topographic map 8 that is finely colored for each elevation can be obtained, so that the difference in elevation can be easily determined.
- the color bar 20 e displayed at the lower left of the dialog 20 shown in Fig. 16 shows the function that allows arbitrary colors to be colored on the contour lines at each elevation.For example, 104 m is colored brown.
- the third topographic map 8 is displayed on the display means 13 and is displayed on the display means 13, with the contour line displaying the blue color and the contour line displaying the altitude of 141 Om red.
- Fig. 17 shows the execution screen when the contour line 6 of the third topographic map 8 displayed on the display means 13 is colored in an arbitrary color, and is displayed on the display means 13 together with the third topographic map 8 With the dialogue 21 that has been set, an arbitrary contour line 6 can be colored with an arbitrary color or the color of the contour line 6 can be changed.
- the contour line 6 to be colored when the altitude of the contour line 6 to be colored is displayed in the altitude display column 21 a of the dialog 21, by specifying an arbitrary color with the color palette 2 1 b,
- the contour line 6 can be colored in a desired color and displayed on the third topographic map 8, and the color can be easily changed by selecting another color on the color palette 21b.
- Fig. 18 shows an example in which the third topographic map 8 at an arbitrary location is called by the database 12 with the map number 2 2a or the map name 2 2 b and displayed on the display means 13 and the On the screen 22, the map numbers 22 a and the map names 22 b of eight places around the third topographic map 8 displayed on the display means 13 are simultaneously displayed.
- a cursor 23 in which the X-axis cursor 23 a and the Y-axis cursor 23 b cross in a cross shape is displayed.
- an arbitrary point of the intersection point 23 c is displayed in the dialog 24 with the latitude 24 a and the longitude 24 b east, and the altitude 24 c is also displayed.
- the third topographic maps 8 displayed on the display means 13 are combined with each other and the contour lines 6 of the seam portion are continuous, by moving the intersection 23 c of the cursor 23, the third topographic maps 8 are adjacent to each other. It is possible to scroll continuously to the 3rd topographic map 8, and it is easy to see where the intersection 2 3c of force 2 3 is on the topographic map by looking at the lower left sub screen 25. Can be determined.
- the map number 22 a adjacent to the sub screen 25 is displayed, and if there is an intersection 23 c of the cursor 23 between these map numbers 22 a, the third topography displayed on the display means 13 is displayed. It can be easily determined that FIG. 8 is displayed over the adjacent topographic map. In the third topographic map 8 displayed on the display means 13, an inclination (gradient) direction is indicated by an arrow 26.
- the arrow 26 indicating this gradient indicates that the terrain is inclined low in the direction of the arrow, and the length of the arrow 26 indicates the magnitude of the inclination, that is, the gradient.
- the numerical value 24 d of the gradient is displayed in the dialog 24.
- Fig. 19 shows an example of a topographic map of Mt. Fuji (map number: 5338050, map name: Mt. Fuji) displayed on display means 13.
- the upper left sub-screen 22 shows Fuji and its surrounding map number 2 2a and map name 2 2b are displayed, and the map number “5 3 3 8 0 5” of Mt. Fuji is displayed on the lower left sub-screen 25.
- the straight line 27 displayed across the summit of Mt.Fuji on the displayed third topographic map 8 is for setting the cross section between any two points A and B on the displayed third topographic map 8.
- points A and B are set on the third topographic map 8
- the cross section of the third topographic map 8 cut by the straight line 27 connecting the points A and B becomes the cross-sectional view 28 at the bottom of the screen. Enlarged display.
- the vertical axis of the displayed sectional view 28 shows the altitude as a number
- the horizontal axis shows the distance as a number (both in meters).
- the diameter and depth of the so-called “pot” formed on the summit of Mt. Fuji can be easily grasped, and by moving the position of the straight line 27 between A and B, a cross section at an arbitrary position can be cut. Can be displayed in the lower part of the screen.
- Figure 20 shows a cross-section of any part of the 3rd topographic map 8 with a curve 29, and a cross-section
- FIG. 28 shows an example displayed as FIG.
- the use of the third topographic map 8 is effective, for example, when laying a high-voltage line at a certain place and examining where to install a high-voltage line tower on the third topographic map 8.
- the third topographic map 8 of the place where the high-voltage line is to be laid is displayed on the display means 13, and a plurality of marks 30 are set at the site where the steel tower is to be installed in the third topographic map 8.
- Fig. 21 shows an example of calculating the reservoir capacity of a dam by connecting any two points C-D across the river with a straight line 31 in the third topographic map 8 displayed on the display means 13 It is possible to instantly calculate how much water can be obtained when a dam is constructed at a location in the river indicated in the third topographic map 8.
- the cross-sectional view 32 of the third topographic map 8 cut along the straight line 31 will be displayed on the screen.
- the contour line 6 on which the points C and D are set is displayed in red, for example, and the water storage amount can be calculated from the portion surrounded by the contour line 6 and the straight line 31 and the cross-sectional shape.
- the location of the river in which the dam should be constructed can be determined on the 3rd topographic map 8, which is necessary for the dam construction plan.
- the period can be significantly reduced.
- Figure 22 shows the water volume of a lake or swamp calculated by calculating the water volume of the lake or swamp, and displays the cross section of the lake or swamp by crossing it with a straight line 33 connecting any two points E-F.
- the surrounding colored contour line 6 indicates a watershed, and points E and F are set on the colored contour line 6 and these two points E-1F are connected by a straight line 3 3, so that the lake or the cross section of the straight line 3 3
- the cross section of the swamp 34 is displayed in a part of the screen.
- the arrow 35 pointing toward the center of the lake or swamp indicates the direction of the gradient, and the length indicates the magnitude of the gradient.
- the depth and size of the lake or swamp can be easily known from the distances displayed on the axes (both in meters).
- Figure 23 is an enlarged view of the lake and swamp part of the third topographic map 8 shown in Figure 22.It connects the highest part of the peak that surrounds the lake or swamp among the rain that fell on the lake or swamp. Rain that falls inside the watershed indicated by the colored contours flows into lakes and swamps, and rain that falls outside flows down into valleys along mountain slopes without flowing into lakes and swamps.
- the area of the contour line S regulated by the height of the weir Q will be within the range of the lake or swamp. From the amount of rain falling within the range of the colored contour line R, the value of the amount of water that permeates the ground and becomes groundwater is the amount of water flowing out of the weir Q, and a preset button (not shown) must be clicked. Calculates the amount of water automatically.
- the rivers indicated by contour lines 6 in the third topographic map 8, especially the riverbeds in the mountainous areas, are displayed as roads from highlands to lowlands, but are set up to cross the rivers.
- the amount of water storage can be calculated from the cross-sectional shape of the straight line, which was explained when calculating the amount of water stored in the dam, but centered on the river bottom of the river displayed as a road Performing the operation of setting two points on both sides of the river at arbitrary intervals over the entire area of the river and converting the cross-sectional area into data to predict which part of the river will overflow in the event of heavy rain Disaster prevention maps can be obtained easily.
- map elements such as roads, rivers, railways, and place names mentioned above use databases created in advance by the Geographical Survey Institute, etc., but map elements are constantly updated due to natural phenomena and changes in artificial environments.
- Map elements that have been converted into a conventional database include changes such as landslides caused by heavy rainfall in mountainous areas, new roads and railways being laid, and mountain forests being cultivated to become farmland. Cannot respond quickly.
- the user map elements created by the user as additional information are stored in the database 12 and stored in the database 12 so that they can be called from the database as needed.
- the additional information required by the user or the user map elements called based on the additional information and the position on the 3rd topographic map 8 the latest topographic map and the topographic map according to the purpose of use of the user Can be easily obtained.
- the various functions described above can be realized by recalling contour data stored in the database 12 in advance and performing arithmetic processing by the CPU 10, but the contour data stored in the database 12 can be obtained. Since the data between each contour line 6 is created by interpolation, by using this interpolated contour data, the interval between the contour lines 6 can be set to an arbitrary interval such as 1 Om or 2 Om. Can be displayed In particular, in places where the terrain is complex, such as cliffs, reducing the interval between the contour lines 6 allows the terrain to be displayed in more detail.
- a digital topographic map in which contour lines are displayed with smooth curves can be easily obtained in a short time, and a large amount of survey data is manually processed. Compared to the case, human errors are less likely to occur, so the accuracy and reliability of topographic maps can be greatly improved.
- map elements into a layer structure on the second topographic map with contour lines displayed on the display means, and output it as a topographic map on paper, etc. Since only a part of the map elements can be combined with the second topographic map, the convenience of the topographic map is further improved.
- the flat land was colored green, and as the altitude increased, the color topographic map was sequentially colored from green to brown.
- topographic maps that are easy to obtain and have small differences in elevation, such as flat terrain by specifying the coloring range of the contour lines finely, a third topographic map that is finely colored by elevation can be obtained. Discrimination can be easily performed.
- the display means by displaying a cross-sectional view of the third topographic map that is cross-sectioned with a straight line or a curve on a part of the display means, design the height of the tower with reference to the cross-sectional view and consider the installation location of the tower. This makes it possible to determine the installation location of the tower, the installation location of the high-voltage line tower, and the route of the high-voltage line without the need for on-site surveying, and the 3rd topographic map displayed on the display means Calculate the amount of water storage upstream of the straight line from the contour line, the straight line, and the cross-section by setting any two points on the contour line at the same altitude to cross the river and connecting these two points with a straight line. Therefore, it is possible to instantly calculate how much water will be obtained when a dam is constructed at a location on the river indicated in the 3rd topographic map.
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Description
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Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2004-7016853A KR20050006173A (ko) | 2002-04-22 | 2003-04-21 | 디지털 지형도의 작성방법 및 작성장치 |
JP2003586853A JP4429737B2 (ja) | 2002-04-22 | 2003-04-21 | ディジタル地形図の作成方法及び作成装置 |
EP03719152A EP1498864A4 (en) | 2002-04-22 | 2003-04-21 | METHOD AND DEVICE FOR DRAWING A DIGITAL ALTIMETRIC CARD |
US10/511,730 US20050104884A1 (en) | 2002-04-22 | 2003-04-21 | Digital altimetric map drawing method and device |
HK05108208.6A HK1076183A1 (en) | 2002-04-22 | 2005-09-20 | Digital altimetric map drawing method and device |
Applications Claiming Priority (4)
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JP2002119513 | 2002-04-22 | ||
JP2002-119513 | 2002-04-22 | ||
JP2002240548 | 2002-08-21 | ||
JP2002-240548 | 2002-08-21 |
Publications (1)
Publication Number | Publication Date |
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WO2003090184A1 true WO2003090184A1 (fr) | 2003-10-30 |
Family
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Family Applications (1)
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PCT/JP2003/005038 WO2003090184A1 (fr) | 2002-04-22 | 2003-04-21 | Procede et dispositif permettant le dessin d'une carte altimetrique numerique |
Country Status (7)
Country | Link |
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US (1) | US20050104884A1 (ja) |
EP (1) | EP1498864A4 (ja) |
JP (2) | JP4429737B2 (ja) |
KR (1) | KR20050006173A (ja) |
CN (1) | CN100501804C (ja) |
HK (1) | HK1076183A1 (ja) |
WO (1) | WO2003090184A1 (ja) |
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Publication number | Priority date | Publication date | Assignee | Title |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0667605A (ja) * | 1992-08-21 | 1994-03-11 | Hitachi Ltd | 地図処理装置及び地図処理方法 |
JPH0969148A (ja) * | 1995-08-31 | 1997-03-11 | Tokyo Gas Co Ltd | 地図データ作成方法 |
JPH10333563A (ja) * | 1997-06-02 | 1998-12-18 | Nissan Motor Co Ltd | 立体地図表示装置及び立体地図表示プログラムを記録した記録媒体 |
JPH11282344A (ja) * | 1999-02-15 | 1999-10-15 | Pioneer Electron Corp | 地図表示装置 |
JPH11282861A (ja) * | 1998-03-30 | 1999-10-15 | Hitachi Ltd | 画像情報検索ナビゲーションの処理方法及びその処理表示装置 |
JP2000242812A (ja) * | 1998-12-22 | 2000-09-08 | Hitachi Ltd | ポリゴン生成画像処理方法 |
JP2001140257A (ja) * | 1999-11-15 | 2001-05-22 | Jekku:Kk | 造成計画設計支援システム及び記録媒体 |
Family Cites Families (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2091526B (en) * | 1981-01-13 | 1985-10-02 | Harris Corp | Digital map generator and display system |
CA1277043C (en) * | 1985-07-25 | 1990-11-27 | Marvin S. White, Jr. | Apparatus storing a representation of topological structures and methods of building and searching the representation |
JPS6282473A (ja) * | 1985-10-07 | 1987-04-15 | Jeol Ltd | 2次元強度デ−タの等高線描画方式 |
US5317678A (en) * | 1989-03-15 | 1994-05-31 | Hitachi, Ltd. | Method for changing color of displayed images by use of color components |
US5249263A (en) * | 1989-06-16 | 1993-09-28 | International Business Machines Corporation | Color palette display interface for a computer-based image editor |
US5150295A (en) * | 1990-05-22 | 1992-09-22 | Teledyne Industries, Inc. | Computerized system for joining individual maps into a single map product |
JP2644935B2 (ja) * | 1991-07-25 | 1997-08-25 | 株式会社日立製作所 | 地形情報処理方法および装置 |
US5333248A (en) * | 1992-07-15 | 1994-07-26 | International Business Machines Corporation | Method and system for the smooth contouring of triangulated surfaces |
JP3286366B2 (ja) * | 1992-12-18 | 2002-05-27 | 新日鉄ソリューションズ株式会社 | 等高線データの検査装置及びこれを含む図面自動入力システム |
EP0740281B1 (en) * | 1994-11-14 | 1999-09-29 | Xanavi Informatics Corporation | Map display device for vehicle |
JP3185577B2 (ja) * | 1994-12-27 | 2001-07-11 | 凸版印刷株式会社 | 地図作成システム |
US5552787A (en) * | 1995-10-10 | 1996-09-03 | The United States Of America As Represented By The Secretary Of The Navy | Measurement of topography using polarimetric synthetic aperture radar (SAR) |
US6023278A (en) * | 1995-10-16 | 2000-02-08 | Margolin; Jed | Digital map generator and display system |
JP3611650B2 (ja) * | 1995-11-09 | 2005-01-19 | 株式会社ザナヴィ・インフォマティクス | 車両用地図表示装置 |
JP3630811B2 (ja) * | 1996-01-11 | 2005-03-23 | キヤノン株式会社 | 画像作成装置およびその方法 |
US5781146A (en) * | 1996-03-11 | 1998-07-14 | Imaging Accessories, Inc. | Automatic horizontal and vertical scanning radar with terrain display |
JP3050127B2 (ja) * | 1996-06-05 | 2000-06-12 | 株式会社島津製作所 | 膜厚測定装置 |
US5961573A (en) * | 1996-11-22 | 1999-10-05 | Case Corporation | Height control of an agricultural tool in a site-specific farming system |
JP3373145B2 (ja) * | 1997-12-25 | 2003-02-04 | 日立ソフトウエアエンジニアリング株式会社 | 等高線連結方法及び記録媒体 |
JP3365297B2 (ja) * | 1998-02-20 | 2003-01-08 | 日産自動車株式会社 | 立体地形表示装置 |
US6307573B1 (en) * | 1999-07-22 | 2001-10-23 | Barbara L. Barros | Graphic-information flow method and system for visually analyzing patterns and relationships |
JP3267589B2 (ja) * | 1999-10-05 | 2002-03-18 | 日本計測株式会社 | 地図データ処理方法及びシステム |
JP2001118051A (ja) * | 1999-10-14 | 2001-04-27 | Dgs Computer:Kk | 地図作成装置 |
US6552670B2 (en) * | 2000-05-26 | 2003-04-22 | Switchboard Incorporated | Location encoder |
JP2002032772A (ja) * | 2000-07-13 | 2002-01-31 | Pasuko:Kk | 数値地図データベースに含まれる連接したデジタル地図を張り合わせる方法 |
-
2003
- 2003-04-21 JP JP2003586853A patent/JP4429737B2/ja not_active Expired - Fee Related
- 2003-04-21 CN CNB038088827A patent/CN100501804C/zh not_active Expired - Fee Related
- 2003-04-21 EP EP03719152A patent/EP1498864A4/en not_active Withdrawn
- 2003-04-21 US US10/511,730 patent/US20050104884A1/en not_active Abandoned
- 2003-04-21 WO PCT/JP2003/005038 patent/WO2003090184A1/ja active Application Filing
- 2003-04-21 KR KR10-2004-7016853A patent/KR20050006173A/ko not_active Application Discontinuation
-
2005
- 2005-09-20 HK HK05108208.6A patent/HK1076183A1/xx not_active IP Right Cessation
-
2009
- 2009-02-02 JP JP2009021593A patent/JP2009151323A/ja active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0667605A (ja) * | 1992-08-21 | 1994-03-11 | Hitachi Ltd | 地図処理装置及び地図処理方法 |
JPH0969148A (ja) * | 1995-08-31 | 1997-03-11 | Tokyo Gas Co Ltd | 地図データ作成方法 |
JPH10333563A (ja) * | 1997-06-02 | 1998-12-18 | Nissan Motor Co Ltd | 立体地図表示装置及び立体地図表示プログラムを記録した記録媒体 |
JPH11282861A (ja) * | 1998-03-30 | 1999-10-15 | Hitachi Ltd | 画像情報検索ナビゲーションの処理方法及びその処理表示装置 |
JP2000242812A (ja) * | 1998-12-22 | 2000-09-08 | Hitachi Ltd | ポリゴン生成画像処理方法 |
JPH11282344A (ja) * | 1999-02-15 | 1999-10-15 | Pioneer Electron Corp | 地図表示装置 |
JP2001140257A (ja) * | 1999-11-15 | 2001-05-22 | Jekku:Kk | 造成計画設計支援システム及び記録媒体 |
Non-Patent Citations (4)
Title |
---|
MIYUKI KAWASHIMA ET AL.: "Daikibo setsudan sareta tokosenzu ni taisuru risan kodo fuyoho", THE TRANSACTIONS OF THE INSTITUTE OF ELECTRONICS, INFORMATION AND COMMUNICATION ENGINEERS, vol. J80-D-II, no. 9, 25 September 1997 (1997-09-25), pages 2308 - 2315, XP002975490 * |
MIYUKI KAWASHIMA ET AL.: "Voronoi-sen zuho oyobi gyaku 2 jo ba-model ni yoru heiretsu tokosen joho shoriho no kosokuka", THE TRANSACTIONS OF THE INSTITUTE OF ELECTRONICS, INFORMATION AND COMMUNICATION ENGINEERS, vol. J77-D-II, no. 7, 25 July 1994 (1994-07-25), pages 1219 - 1225, XP002975492 * |
See also references of EP1498864A4 * |
SHIGERU MURAKI ET AL.: "seikika-ho ni yoru tokosen gazo kara no kyokumen saikosei", THE TRANSACTIONS OF THE INSITUTE OF ELECTRONICS, INFORMATION AND COMMUNICATION ENGINEERS, vol. J73-D-II, no. 11, 25 November 1990 (1990-11-25), pages 1854 - 1862, XP002975491 * |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101156158B (zh) * | 2004-03-23 | 2011-08-31 | 咕果公司 | 在数字地图描绘系统中产生并提供拼图的系统和方法 |
JP2006071377A (ja) * | 2004-08-31 | 2006-03-16 | Rigaku Corp | X線回折装置 |
WO2006057477A1 (en) * | 2004-11-26 | 2006-06-01 | Electronics And Telecommunications Research Institute | Method for storing multipurpose geographic information |
WO2007119347A1 (ja) * | 2006-03-22 | 2007-10-25 | Pioneer Corporation | ナビゲーション装置、地図表示装置、地図表示方法、地図表示プログラムおよび記録媒体 |
JP2011108134A (ja) * | 2009-11-20 | 2011-06-02 | Omi:Kk | 中山間地域直接支払制度支援装置、中山間地域直接支払制度支援方法、及びプログラム |
JP2021082112A (ja) * | 2019-11-21 | 2021-05-27 | アジア航測株式会社 | 等高線生成システム及びそのプログラム |
Also Published As
Publication number | Publication date |
---|---|
EP1498864A1 (en) | 2005-01-19 |
HK1076183A1 (en) | 2006-01-06 |
CN100501804C (zh) | 2009-06-17 |
EP1498864A4 (en) | 2006-12-27 |
KR20050006173A (ko) | 2005-01-15 |
CN1647138A (zh) | 2005-07-27 |
JP2009151323A (ja) | 2009-07-09 |
JPWO2003090184A1 (ja) | 2005-08-25 |
JP4429737B2 (ja) | 2010-03-10 |
US20050104884A1 (en) | 2005-05-19 |
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