WO2004109604A1 - Verfahren zur generierung eines dreidimensionalen geländemodells - Google Patents
Verfahren zur generierung eines dreidimensionalen geländemodells Download PDFInfo
- Publication number
- WO2004109604A1 WO2004109604A1 PCT/EP2004/005464 EP2004005464W WO2004109604A1 WO 2004109604 A1 WO2004109604 A1 WO 2004109604A1 EP 2004005464 W EP2004005464 W EP 2004005464W WO 2004109604 A1 WO2004109604 A1 WO 2004109604A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- grid
- value
- extrapolation
- values
- height
- Prior art date
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Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
- G06T17/05—Geographic models
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/10—Complex mathematical operations
- G06F17/17—Function evaluation by approximation methods, e.g. inter- or extrapolation, smoothing, least mean square method
- G06F17/175—Function evaluation by approximation methods, e.g. inter- or extrapolation, smoothing, least mean square method of multidimensional data
Definitions
- the invention relates to a method for generating a three-dimensional terrain model of the type defined in the preamble of claim 1.
- Raster data contains pixel information in a raster
- object-oriented vector data contain information on object-specific properties, such as the geological nature of the sea floor
- spatial information on objects such as the geographic coordinates of a wreck, in a spatially unevenly distributed form over the terrain and include matrix data and the like.
- the invention is based on the object of specifying a method for generating a three-dimensional terrain model which enables the terrain model to be generated automatically from object-oriented, electronic vector data without human interaction.
- the object is achieved by the features in claim 1.
- the method according to the invention has the advantage that it is very stable due to the combination of extrapolation and weighted interpolation, ie with only object-oriented vector maps, which have been created taking into account the visualization of height information in a top view, without meaningful results without humane interaction. This also applies to phenomena such as displacement, interruption and termination of contour lines, strongly fluctuating point density, and convoluted contour lines, which frequently occur on maps designed for visualization in plan view (2D representation) and do not occur here. So-called terrace formation resulting from other methods is also avoided.
- the terrain model can be created directly from object-oriented vector maps in a tactical application and used together with these maps, so that - unlike in the prior art - the terrain model does not have to be supplied to the tactical application externally.
- This results in advantages such as lower supply costs when providing geographic data for the tactical application, less maintenance effort when including geographic information in the tactical application and increased consistency between the terrain model or evaluations derived from it and object-oriented vector data or representations derived therefrom the tactical application. The latter leads to clearer results in the three-dimensional evaluation and display of information about the geographical area.
- map displays with height levels can be used with very good results Shading, visibility areas in the area for optical and other electromagnetic radiation, terrain sections, oblique views of the terrain from object-oriented vector maps and supporting the following tactical applications: ground navigation, path planning, drone planning, visibility analysis for radar, plausibility checks for ESM data, threat analysis for air strikes, from covert attacks, from covert Propagation calculations for sonar signals, path planning for torpedoes and submarines and mission planning for emergency vehicles.
- the height values of the base points are written into base areas of a regular grid in association with the cartographic position of the base points, and the extrapolation of the base values and the subsequent weighted interpolation of the extrapolation values are carried out in the grid.
- the grid is run through line by line and column by grid, grid by grid, and in the first pass each support value stored in a grid is written into an unoccupied grid field adjacent in the direction of flow as the extrapolation value.
- each base value stored in a grid and each extrapolation value derived therefrom are converted into an unused grid adjacent in the direction of the run enrolled.
- a distance digit is assigned to all extrapolation values, which indicates the proximity of the extrapolation value to its base value.
- the runs through the screen are repeated in a predetermined order so long until all the starting time of 'blank grids occupied by extrapolation.
- the interpolation is preferably carried out in such a way that the raster is again passed row by row and column, raster field for raster field and between two height values which are directly adjacent in the direction of flow and which have a height difference other than zero and at least of which the is an extrapolation value in the direction of flow, is weighted interpolated and this extrapolation value is overwritten with the interpolation value.
- the runs are repeated in a predetermined order until there is no longer any extrapolation value in the grid, the height of which has a non-zero height difference from an adjacent height value, which can be a base value or an interpolation value.
- a run cycle can consist of a line-by-line run from left to right, a subsequent line-by-line run from right to left, a run from top to bottom and a run from bottom to top.
- the order of the runs mentioned in a run cycle can be interchanged as desired, but will keep the selected order in the following cycle.
- Fig. 1 elements from an object-oriented
- FIG. 2 shows a regular grid with the registered elements from the object-oriented vector map in FIG. 1,
- Fig. 3 is an illustration of the process of
- FIG. 4 shows an illustration of the sequence of the weighted interpolation over twenty-four passes of the raster (FIGS. 4-1 to 4-24),
- Fig. 5 is an illustration of the process of extrapolation of so-called breaking edges.
- the method illustrated in the drawing based on a selected example of a terrain section generates a three-dimensional terrain model on the basis of object-oriented vector maps, which have been created with a strong focus on the visualization of height and depth information in plan view.
- object-oriented vector maps are electronic Shape available.
- Such terrain models are used for three-dimensional evaluation and representation of the object-oriented vector maps used for their production.
- the process creates the terrain models fully automatically without human interaction, whereby the creation can be carried out directly in a tactical application.
- tactical applications are, for example, ground navigation, path planning, drone deployment planning, mission planning for emergency vehicles with navigation and the like. , Path planning for a torpedo shot, mission planning for submarines, threat analysis for air strikes etc.
- a break point with height information can be a tower, for example, a break edge without height information e.g. a river, a dam or the like ..
- the procedure is as follows:
- the irregularly distributed bases with height information available from the object-oriented vector map for the selected terrain section are transferred in the correct position in a uniform grid.
- this grid is placed on the terrain section exclusively to illustrate the location of the objects and elements.
- the height specifications of the base points are entered in the grid fields of the grid as position values.
- the grid fields occupied with base values are marked by blackening and the height information "90", "70", "60", "52". Break points and break edges are symbolized by black frames around the associated grid fields.
- the height indication "76" is inscribed in the grid for the break point with height information.
- the extrapolation basically takes place in such a way that the grid is run line by line and column by grid, grid by grid, and in the first pass every supporting value stored in a grid is written as an extrapolation value in a grid adjacent in the direction of flow, if this is unoccupied, and in all subsequent runs, each base value stored in a grid and any extrapolation value derived therefrom is written into a grid adjacent in the running direction if this is not used. All extrapolation values are characterized by the proximity of the extrapolation value to its base value Distance number assigned. The runs are repeated until all grid fields which are unoccupied at the start of the extrapolation are filled with extrapolation values.
- the next pass is line by line from left to right, as indicated in Fig. 3-2.
- all grid fields lying to the left of the base values and immediately adjacent to the base values, insofar as they are still unoccupied, are now covered with the extrapolation values derived from the base values.
- Fig. 3-2 are the grids that at extrapolation values have been assigned to this run, indicated by hatching.
- the grid is passed column by column, column by column, from top to bottom.
- extrapolation values derived from extrapolation values are given a distance number which is increased by "1" compared to the distance number of the extrapolation value from which the newly created extrapolation value is derived.
- the extrapolation value "90" (hatched) is derived from the base value "90", to which the distance number "1" is assigned.
- a new extrapolation value "90" with the distance number "2" (hatched) is derived from the extrapolation value "90" with the distance number "1".
- the interpolation also runs through the grid line by line and column by grid, grid by grid.
- the order of the runs can be varied and only a once-selected order of the runs has to be maintained until the end of the interpolation.
- the same order of the runs is maintained as in the extrapolation.
- Everyone Run cycle includes a line-by-line run from left to right (Fig. 4-1) and a line-by-line run from right to left (Fig. " 4-2), as well as a column-by-line run from top to bottom (Fig. 4-3) and one Column-to-column pass from bottom to top (Fig. 4-4) This pass cycle is repeated as many times as necessary to complete the interpolation.
- weighted linear interpolation is carried out between two height values immediately adjacent to one another in the direction of flow, which have a non-zero height difference and of which at least the height value following in the direction of flow is an extrapolation value, and the latter is overwritten with the interpolation value.
- the interpolation value Hi is calculated according to
- Hi is the first height value in the direction of flow, which can be a base value, an extrapolation value or an interpolation value
- Di is its distance digit
- H 2 is the height value following in the direction of flow, which must always be an extrapolation value
- D 2 is its distance figure.
- Each height value that is a base value or an interpolation value is assigned the distance number "0" in the calculation according to Eq. (L).
- the rows and columns pass through the grid in accordance with the pass cycle shown in FIGS. 4-1 to 4-4.
- the directions of passage are indicated by the arrows shown on the grids.
- the ones calculated and overwritten for each run Interpolation values are marked by hatched fields.
- extrapolation and weighted linear interpolation exclude grid fields to which break points or break edges are assigned (framed in black in the grid). Since support values with breaking edge properties without height information generally have a height value corresponding to the terrain, for example a river bank representing a breaking edge, the raster fields with breaking edge properties without height information are given an extrapolation value with a subsequent extrapolation. This process is outlined in a grid in FIG. 5. Since after the completion of the last cycle with a column-wise cycle according to Fig.
- the next cycle begins with a row-wise cycle from left to right from bottom to top, the extrapolation values written into the empty grid fields with breaking edge properties are now the previous one in the direction of the cycle Elevation values, which are interpolation values here, are derived. A distance figure is assigned to these extrapolation values, which now indicates the proximity of the extrapolation value to the height value from which the extrapolation value is derived is. Since in the selected exemplary embodiment only raster fields abutting each other in the column direction have rupture edge properties, with this one pass all raster fields with rupture edge properties are assigned an extrapolation value, so that further passes are no longer carried out.
- each grid point is assigned a predetermined height (base values and breakpoints with height information), an interpolated height or an extrapolated height.
- This terrain model can be evaluated or displayed three-dimensionally using known methods.
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Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA002521642A CA2521642C (en) | 2003-06-06 | 2004-05-21 | Method for generating a three-dimensional terrain model |
AU2004246071A AU2004246071B2 (en) | 2003-06-06 | 2004-05-21 | Method for generating a three-dimensional terrain model |
EP04739286.5A EP1631938B1 (de) | 2003-06-06 | 2004-05-21 | Verfahren zur generierung eines dreidimensionalen geländemodells |
US10/557,248 US7446765B2 (en) | 2003-06-06 | 2004-05-21 | Method for generation of a three-dimensional terrain model with the assistance of object-oriented vector data |
IL171184A IL171184A (en) | 2003-06-06 | 2005-09-29 | A method for producing a 3D geographic area model |
NO20056023A NO334710B1 (no) | 2003-06-06 | 2005-12-19 | Fremgangsmåte for generering av en tredimensjonal terrengmodell |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10325738.1 | 2003-06-06 | ||
DE10325738A DE10325738B3 (de) | 2003-06-06 | 2003-06-06 | Verfahren zur Generierung eines dreidimensionalen Geländemodells |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2004109604A1 true WO2004109604A1 (de) | 2004-12-16 |
Family
ID=33394806
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2004/005464 WO2004109604A1 (de) | 2003-06-06 | 2004-05-21 | Verfahren zur generierung eines dreidimensionalen geländemodells |
Country Status (9)
Country | Link |
---|---|
US (1) | US7446765B2 (de) |
EP (1) | EP1631938B1 (de) |
AU (1) | AU2004246071B2 (de) |
CA (1) | CA2521642C (de) |
DE (1) | DE10325738B3 (de) |
IL (1) | IL171184A (de) |
MY (1) | MY137460A (de) |
NO (1) | NO334710B1 (de) |
WO (1) | WO2004109604A1 (de) |
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US9536022B1 (en) | 2009-06-01 | 2017-01-03 | Paradigm Sciences Ltd. | Systems and methods for modeling faults in the subsurface |
US8600708B1 (en) * | 2009-06-01 | 2013-12-03 | Paradigm Sciences Ltd. | Systems and processes for building multiple equiprobable coherent geometrical models of the subsurface |
US8711140B1 (en) | 2009-06-01 | 2014-04-29 | Paradigm Sciences Ltd. | Systems and methods for building axes, co-axes and paleo-geographic coordinates related to a stratified geological volume |
US9418182B2 (en) | 2009-06-01 | 2016-08-16 | Paradigm Sciences Ltd. | Systems and methods for building axes, co-axes and paleo-geographic coordinates related to a stratified geological volume |
US8743115B1 (en) | 2009-10-23 | 2014-06-03 | Paradigm Sciences Ltd. | Systems and methods for coordinated editing of seismic data in dual model |
US10114134B2 (en) | 2012-03-02 | 2018-10-30 | Emerson Paradigm Holding Llc | Systems and methods for generating a geological model honoring horizons and faults |
US9759826B2 (en) | 2012-04-03 | 2017-09-12 | Paradigm Sciences Ltd. | System and method for generating an implicit model of geological horizons |
EP2778725B1 (de) | 2013-03-15 | 2018-07-18 | Emerson Paradigm Holding LLC | Systeme und Verfahren zum Aufbauen sedimentärer Attribute |
US10795053B2 (en) | 2013-10-29 | 2020-10-06 | Emerson Paradigm Holding Llc | Systems and methods of multi-scale meshing for geologic time modeling |
US9810906B2 (en) | 2014-06-17 | 2017-11-07 | Osterhout Group, Inc. | External user interface for head worn computing |
US9846308B2 (en) | 2014-01-24 | 2017-12-19 | Osterhout Group, Inc. | Haptic systems for head-worn computers |
US10422923B2 (en) | 2014-03-28 | 2019-09-24 | Emerson Paradigm Holding Llc | Systems and methods for modeling fracture networks in reservoir volumes from microseismic events |
US9690002B2 (en) | 2015-06-18 | 2017-06-27 | Paradigm Sciences Ltd. | Device, system and method for geological-time refinement |
EP3455655B1 (de) * | 2016-05-13 | 2021-09-29 | Chevron U.S.A. Inc. | System und verfahren zur 3d-wiederherstellung komplexer unterirdischer modelle |
CN106251402B (zh) * | 2016-07-31 | 2019-05-03 | 四川大学 | 填筑工程填筑施工三维模型构建、密实度检测方法 |
US10466388B2 (en) | 2016-09-07 | 2019-11-05 | Emerson Paradigm Holding Llc | System and method for editing geological models by switching between volume-based models and surface-based structural models augmented with stratigraphic fiber bundles |
CN108986222B (zh) * | 2018-08-15 | 2022-10-14 | 四川大学 | 无汊河道数字地形生成方法 |
US10520644B1 (en) | 2019-01-10 | 2019-12-31 | Emerson Paradigm Holding Llc | Imaging a subsurface geological model at a past intermediate restoration time |
US11156744B2 (en) | 2019-01-10 | 2021-10-26 | Emerson Paradigm Holding Llc | Imaging a subsurface geological model at a past intermediate restoration time |
CN109920028B (zh) * | 2019-03-12 | 2022-03-11 | 中国电建集团中南勘测设计研究院有限公司 | 一种宽度平均立面二维模型的地形修正方法 |
CN110415346B (zh) * | 2019-07-10 | 2022-11-25 | 华中师范大学 | 利用面向对象的三维元胞自动机进行水土流失模拟的方法 |
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2003
- 2003-06-06 DE DE10325738A patent/DE10325738B3/de not_active Expired - Fee Related
-
2004
- 2004-05-21 CA CA002521642A patent/CA2521642C/en not_active Expired - Fee Related
- 2004-05-21 AU AU2004246071A patent/AU2004246071B2/en not_active Ceased
- 2004-05-21 WO PCT/EP2004/005464 patent/WO2004109604A1/de active Application Filing
- 2004-05-21 US US10/557,248 patent/US7446765B2/en not_active Expired - Fee Related
- 2004-05-21 MY MYPI20041943A patent/MY137460A/en unknown
- 2004-05-21 EP EP04739286.5A patent/EP1631938B1/de not_active Expired - Lifetime
-
2005
- 2005-09-29 IL IL171184A patent/IL171184A/en active IP Right Grant
- 2005-12-19 NO NO20056023A patent/NO334710B1/no not_active IP Right Cessation
Patent Citations (3)
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WO1993004437A1 (en) * | 1991-08-15 | 1993-03-04 | Hughes Aircraft Company | Efficient storage of geographic data for visual displays |
US5798768A (en) * | 1994-10-18 | 1998-08-25 | Institut Francais Du Petrole | Method for mapping by interpolation a network of lines, notably the configuration of geologic faults |
US20020035553A1 (en) * | 2000-07-20 | 2002-03-21 | Kim Seung Bum | Intelligent interpolation methods for automatic generation of an accurate digital elevation model |
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Also Published As
Publication number | Publication date |
---|---|
AU2004246071B2 (en) | 2009-10-08 |
US7446765B2 (en) | 2008-11-04 |
DE10325738B3 (de) | 2004-12-02 |
CA2521642A1 (en) | 2004-12-16 |
MY137460A (en) | 2009-01-30 |
IL171184A (en) | 2013-10-31 |
EP1631938A1 (de) | 2006-03-08 |
NO20056023L (no) | 2005-12-19 |
US20070024623A1 (en) | 2007-02-01 |
NO334710B1 (no) | 2014-05-12 |
AU2004246071A1 (en) | 2004-12-16 |
EP1631938B1 (de) | 2018-09-05 |
CA2521642C (en) | 2009-01-20 |
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