EP0267934A4 - A method of detecting structures - Google Patents
A method of detecting structuresInfo
- Publication number
- EP0267934A4 EP0267934A4 EP19870903227 EP87903227A EP0267934A4 EP 0267934 A4 EP0267934 A4 EP 0267934A4 EP 19870903227 EP19870903227 EP 19870903227 EP 87903227 A EP87903227 A EP 87903227A EP 0267934 A4 EP0267934 A4 EP 0267934A4
- Authority
- EP
- European Patent Office
- Prior art keywords
- photographs
- stereoscope
- satellite
- series
- cast
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Classifications
-
- G—PHYSICS
- G03—PHOTOGRAPHY; CINEMATOGRAPHY; ANALOGOUS TECHNIQUES USING WAVES OTHER THAN OPTICAL WAVES; ELECTROGRAPHY; HOLOGRAPHY
- G03C—PHOTOSENSITIVE MATERIALS FOR PHOTOGRAPHIC PURPOSES; PHOTOGRAPHIC PROCESSES, e.g. CINE, X-RAY, COLOUR, STEREO-PHOTOGRAPHIC PROCESSES; AUXILIARY PROCESSES IN PHOTOGRAPHY
- G03C9/00—Stereo-photographic or similar processes
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
- G01C11/04—Interpretation of pictures
- G01C11/06—Interpretation of pictures by comparison of two or more pictures of the same area
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
-
- G—PHYSICS
- G03—PHOTOGRAPHY; CINEMATOGRAPHY; ANALOGOUS TECHNIQUES USING WAVES OTHER THAN OPTICAL WAVES; ELECTROGRAPHY; HOLOGRAPHY
- G03C—PHOTOSENSITIVE MATERIALS FOR PHOTOGRAPHIC PURPOSES; PHOTOGRAPHIC PROCESSES, e.g. CINE, X-RAY, COLOUR, STEREO-PHOTOGRAPHIC PROCESSES; AUXILIARY PROCESSES IN PHOTOGRAPHY
- G03C7/00—Multicolour photographic processes or agents therefor; Regeneration of such processing agents; Photosensitive materials for multicolour processes
Definitions
- the invention relates to a method of detecting geological structures and to obtaining stereoscope views from aerial and satellite photographs.
- the method of the invention concerns detecting geological - structures by viewing either aerial photographs or satellite photographs to produce a stereo or 3D effect and to enhance that effect to enable the structures to be more readily detected.
- Vertical aerial photography includes imaging in the visible as well as the infra red, radar and microwave bands of the electromagnetic spectrum. Both conventional aerial photographs and infra red photographs have specific applications for the science of geology.
- Aerial photography is confined to enable study in detail of local areas. For a more extensive study a wider photographic coverage is required. For example the study of sedimentary basins on a regional scale to a continental or national scale requires wider photographic coverage. The need for such regional and national scales of study has led geologists to use Landsat or other satellite photographs at scales from 1:1,000,000 to 1:100,000.
- the invention is concerned with both aerial and satellite photographs.
- Electromagnetic radiation includes ultraviolet radiation, visible light and infra red radiation (IR) .
- Infra red aerial photography is useful in enhancing the contrast of the terrain and bodies of water are sharply contrasted in relation to land and vegetation types may also be contrasted from one another.
- Thermal imagery has importance from a geological point of view because differences between various rock, types and o.ther aspects can also be distinguished.
- Geological structures such as faults, fractures, joints, folds, crushed zones and others are detectable because of the relationship of the terrain to the rock type.
- Infra red aerial photograph employes a yellow filter over the camera to filter out blue light. However, not all of the blue light is eliminated.
- Satellite photography employs a sensor unaided by a filter of any kind and it is possible to record the full spectrum. This is limited by the sensitivity and spectral • band of the sensor and the range of physical colour bands available to display the electromagnetic radiation recorded.
- the Landsat satellite produces photographs called Landsat masters and these can be obtained in either colour or black and white.
- the photographs are * derived from multi-spectral scanner data (MSS) which comprises radiation in four spectral bands:
- the colour master is a composite of three spectral bands printed in registry through non-visible infra red, red and green filters on photographic colour negative material. These masters are referred to as "first generation archival masters" and are used to print second generation customer prints or transparencies.
- the masters are usually at a scale of 1:1,000,000 and cover an area of 185 kilometres square.
- the picture elements (or pixels) cover an area of approximately 80 square metres. It is an object of the invention to provide a method of detecting geological structures from aerial and satellite photographs. It is another object of the invention to ' provide a method of stereoscopically viewing two photographs.
- the method of detecting geological structures from aerial and satellite photographs includes obtaining aerial or satellite images and from these images producing photographs of the same or adjacent areas of land mass with a substantial degree of overlap between the photographs of adjacent areas, the photographs being produced on-infra red film in the case of aerial photographs and printing the film to obtain each with a desired colour balance or in the case of satellite photographs enhancing the photograph to accentuate red and infra red radiation and producing a series photograph each with a desired colour balance and viewing in a stereoscope two photographs each of the desired colour balance and of two adjacent areas of land mass with overlap whereby a stereoscopic or three dimensional effect obtained by viewing the photographs in this way is enhanced to enable the ready detection and/or measurement of characteristics of geological structures and/or other archeological, forestry, human effects and atmospheric conditions in photographs.
- a method of obtaining a stereoscopic view from two photographs of the same or overlapping areas including aligning the two photographs of the same or of overlapping areas taken along the flight path of the aircraft in side by side relationship, viewing the photographs with a stereoscope, aligning the stereoscope with its horizontal axis parallel to the flight path and finely rotating the stereoscope along its horizontal axis in alternating dextral and sinistral motion until a maximum definition stereoscopic view is obtained.
- a method of obtaining a stereoscopic view from two satellite photographs of the same or overlapping areas, obtained by the satellite scanning between two linearly displaced locations including aligning the two photographs side by side, viewing the photographs with a stereoscope, aligning the stereoscope wit-h its horizontal axis parallel to a line connecting the two linearly displaced locations and finely rotating the stereoscope along its horizontal axis in alternating dextral and sinistral motion until a maximum definition stereoscopic view is obtained.
- the method of the invention when aerial photographs rather than satellite photographs are employed may include obtaining a plurality of prints of the same land area or of adjacent land areas having a substantial degree of overlap.
- the overlap, when photographes from adjacent areas are used may be 60% although this is not critical.
- the photographs may be obtained from prints made from a colour negative of an area or adjacent area. Alternatively, instead of printing from a negative it is possible to obtain the prints from a positive or colour transparency although the former is preferred.
- the plurality of prints are produced by printing from the negative (or positive) and ensuring that graded prints are produced where the colour cast or colour balance of the prints differs from one print of the plurality to the next.
- the plurality of prints may consist of a series or ring around where the first print has a slight magenta cast or other substractive colour cast or a slight additive colour cast and each subsequent print has a slightly greater cast of the same colour.
- the subtractive colours are magenta, cyan and yellow and*-the additive colours are red, green and blue. It is preferred that the cast variation be in a regular stepwise change although the change between prints of a series may be non-regular. If desired, further prints may be made to obtain a sub-set of prints between successive prints of the series such that between two successive prints having a colour cast difference a sub-set of prints each of slightly varying cast within the cast range of the two successive prints.
- the series of prints may consist of eight prints.
- the set or any sub-set of prints may comprise just one print having a cast intermediate to the two successive prints of the series or alternatively there may be more than one print in a sub-set with each print of the sub-set graded in cast between the casts of the two successive prints of the series.
- the graded cast prints may be produced using colour printing techniques and employing colour compensating filters, colour printing filters or a colour head.
- colour compensating 5 filters are employed.
- a stack of filters or a colour head adjustment
- a colour cast is imparted to the prints.
- Substractive colour filters include an assortment of magenta, cyan and yellow acetate filters usually in densities between 0.1 to 0.6 or higher with 0.1, 0.2, 0.3, 0.5, 0.6 and 0.02 and 0.05 density filters. In addition to magenta, cyan and yellow filters additive colour filters in
- red, blue and green are complementary colours to cyan, yellow and magenta respectively.
- the colour cast may be achieved by employing filters of any two of these six colours (provided that they are not complementary) in a filter stack and then altering the
- Each stack employed to produce a series of prints has only two different colour filter types but obviously the two chosen. ay differ for obtaining successive prints.
- the following tables are typical examples of filter stacks which may provide colour prints and the prints are listed in increasing colour cast order.
- B, G and M denote the filter colour (i.e. blue, green and magenta respectively) .
- the method involves cross comparing each print of each series.
- print 1 is compared visually with print 2
- print 2 is compared visually with print 3, 4, 5, 6, 7 and 8 and so on until the permutations are exhausted.
- the visual comparison is carried out in a viewer.
- a stereoscope is employed.
- An optimum comparison is possible when the prints are oriented with the horizontal axis of the stereoscope parallel to the flight line direction used during the taking of the photograph.
- precision measurements can be made employing the stereoscope and a parallax bar or stereometer.
- Parallax is an apparent shift in the position of an object with respect to some reference caused by a shift in the point of observation.
- Absolute parallax is that point in optimum viewing when the natural feature being observed is at its maximum definition.
- the maximum definition can either be an upright image or an inverse image in stereoscopic vision depending upon which side of the "horizontal" or flight line the viewer stands.
- the prints are cross compared as outlined above and the two prints are viewed in the stereoscope until a pair of photographs from the series is selected which optimises the enhancement of interference fringes caused by geological or other structures present in the area photographed. This enhanced effect is achieved because of the stereo vision effect produced by the stereoscope and by the difference in colour cast between the prints of the pair.
- mapping structures present in the two photographs Preferably the structures together with their measurements are mapped onto a transparent photo overlay although mapping can be direct 5 onto the photographs.
- the method so far described has been in relation to aerial photographs. Stereoscopic vision when viewing satellite photographs is also possible.
- Landsat MSS stereoscopic vision 10 relies upon an indepth understanding of the satellites flight-line direction and the MSS methodology of scanning pixcj ⁇ ls-
- the satellite travels on a direct true north to true south flight-line by Universal Transverse Mercator 15 projection.
- the MSS during flight continually scans from true west towards true east in a bank of six pixels lines in width, then zigzags back without recording, to scan again.
- the bank represents a directional extent of 185 kilometres, but a width extent of 495 metres (6 pixels at 82.5 metres), 20 in the Landsat 5 Mission.
- Each Landsat MSS full scene covers 185 kilometres square.
- the sides of the photographs are rotated about 9 degrees dextrally from true north at the Tropic of Capricorn. This is due to the near polar orbit at the 25. flying height of 700 kilometres above the Earth.
- the full scene slopes towards the west because the Earth rotates eastward during the 25 seconds taken by the spacecraft to fly down the scene.
- the banks of pixels orientate at about 9 degrees dextrally from true east as a consequence - the MSS scan direction being at 90 degrees to the flight-line direction.
- the landsat MSS standard master depicts a scene of an area defined by the flight path number and frame number. It is possible to produce non-standard masters which are substitute areas of the standard master scene.
- a sub-area "F" scene is used as a base and is spectrually enhanced in the red/infra red band as previously described. This is overlaid by a "D" master which is also specturally enhanced as previously described. It was found convenient to cut the overlay scene into north - south strips of one half degree ⁇ TM widths, corresponding with the longitude grid lines for ease of reference. This ensured proper orientation when overlaying and correct fit for the stereoscope.
- the horizontal axis of the stereoscope is aligned across the overlay strips. Absolute parallax occurred when the horizontal axis of the stereoscope was aligned to the bearing 099 degrees 15' DTM which was the west/east scan direction of the MSS. Fine rotating only millimetres is involved. Viewing from the south towards north produces normal upright images, whereas reversing the direction of viewing produces inverted images subject to of course which of the two scenes is on the left or right of the viewer.
- the bearing 099 degrees 15' ⁇ TM is (over a particular study area) the MSS scan line direction. It is this point in the method of the invention that differs from the norm in photo-interpretration practice - the horizontal axis of the stereoscope is not parallel to the flight-line direction of the satellite. Instead, it is parallel to the medium of the electromagnetic radiation as recorded by the MSS - the pixel scan line direction.
- a standard master i.e. a colour positive
- that negative may then 5 be employed to produce a "ring around" of prints with graded colour balance as previously discussed in relation to aerial photography.
- the lowest angle of the sun will have maximum reflection of the spectral bands thereby giving the greatest illumination of the light/heat interfacing.
- the method of the invention provides the ability to obtain stereoscopic views of areas of the Earth from aerial photographs or from satellite photographs regardless of whether the photographs are in black and white or colour. With colour photographs geological and other features may be enhanced and more readily detected and because of the stereoscopic view provided, the enhanced structures can be measured from the photographs. It is possible to obtain measurements of structures such as faults, fractures and, to a lesser extent, joints to within 2 degrees of true dips as determined from field measurement.
- interference fringes are parallel light and dark lines resulting when the eye is focused on a plane such that coherent beams of light cross at an angle of about one part in a thousand.
- the true thickness of faults, or their zones, can be accurately determined. This is derived by the observation of interference fringes and stereometric measurement.
- Figure 1 shows how a stereoscope may be employed to view photographs
- FIG. 1 shows details of the electromagnetic spectrum
- Figure 3 shows a cross sectional view of a normal fault
- Figure 4 is a synoptic resume of structures mapped with the method of the invention.
- Figure 1 shows a stereoscope 10 having two viewing lenses 11, 12 for high power magnification. Those lenses are mounted on a hinged plate 13 which may be hinged away from surface 14 about hinge 15 to expose two low power magnification lenses (not visible) .
- the stereoscope has a horizontal axis 16 and may be pivoted or moved in the direction indicated by double headed arrow A.
- the stereoscope rests on four splayed legs 17 which sit upon a support surface upon which photographs 18, 19 are positioned. Photographs 18, 19 are of a land or sea area.
- the photographs are representative of overlapping land or sea areas and have been positioned along axis 20 which is coincident with either the flight path of the aircraft used in the taking of the photographs or with the scan direction of a satellite.
- the spacing S between the photographs is obtained by moving the photographs along (whilst aligned relative to axis 20) axis 20 with low magnification until a stereovision effect is achieved. Then the photographs are viewed at high magnification and the stereoscope is moved dextrally or sinistrally along the direction of arrow A until the best stereovision effect is achieved. Structures visible through the stereoscope may then be measured.
- Figure 2 is self explanatory and shows the wavelengths of light employed in aerial photography.
- FIG. 3 is the cross-sectional drawing of a normal fault that has a 008 degrees UTM strike. This particular fault is classified as major, with a strike continuity of some 25 kilometres in length and expressed over half its length through a rock structure projecting about 40 metres from ground level (derived through a topographical map survey) . The balance of the fault truncates low lying topography at ground level. Stereometric measurements were taken at three points on the photographs, to represent a cross-section comparison. The air photo base was 256 mm at 1:250,000 scale which represented 64 kilometres. At each point parallax measurements were made in both the horizontal and vertical planes.
- Point 1 was at ground level, at the base of the rock structure, at the position of the white edged extremity of the interference fringe.
- Point 2 was at the position of the white edged extremity of the interference fringe, at the level being the top of the rock structure.
- Point 3 is the line of the interference fringe into the air (as stereoprojected) , at the position of the black edged extremity of the interference fringe. All measurements were made across a line at right angles to the strike, .or along the bearing 098 degrees ⁇ TM.
- the horizontal displacement is calculated from the direct parallax of pole bases converted at the scale of 1:250,000.
- the vertical angle from horiztonal, sinistrally, from Point 2 to Point 1 is the true dip.
- the vertical angle from horizontal, sinistrally from Point 3 to Point 2 is the apparent dip.
- T Tapp X sine true dip - 0.94 metres
- inverted stereo-images In areas of high topographical relief it has been found that normal stereo-imagery (upright features) is beneficial. However in areas of low topographical relief, the use of inverted stereo-images can define the interference fringes better and allow precision measurements to be made. The use of inverted stereo images has an immense value in area of extensive Cainozoic cover for the observation of geological structures.
- the specific detection of structures with the method of the invention and their precision measurement can be analysed to determine the mechanisms that cause them.
- the mechanism that evolve structures are tectonics.
- the use of Landsat MSS data with the invention can, with minimum field geology confirmations resolve the tectonic regime of the study area.
- the invention utilizes the basic considerations of conventional photo-interpretation - tone, texture, pattern, shape and size - to observe and locate geological structures. It can locate and measure bedding planes, fold and axial planes, faults and joints, lithologic sequences, igneous intrustions and other features.
- Figure 4 is a synoptic resume of structures of the Northern portion of the Denison Trough, " Central Queensland, Australia mapped using the method of the invention and was obtained by placing an overlay over one of the photographs being stereoscopically viewed and then drawing and measuring the structures which are enhanced by the method of the invention. Only a small proportion of the structures identified in this scene have been detailed in figure 3 for the purpose of clarity. Measurements have been omitted for the same purpose.
- the degree of parallax achieved may be effected by the Earth's force field: magnetism and gravity. It is through the effect of one or both of these fields that volcanic flows under thick Quaternary sediments have been located. The effect of Earth sourced electromagnetic radiation is evidenced by the interference fringes illustrated in this thesis. It is postulated that radioactive rays and ionization can have an effect that is observable by the method of the invention.
- the invention has the potential to extend into areas other than geological mapping and may be employed in archeology, forestry, to detect and measure human effects, atmospheric conditions as well as geology and mining.
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- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Multimedia (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Stereoscopic And Panoramic Photography (AREA)
- Length Measuring Devices By Optical Means (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AUPH606386 | 1986-05-23 | ||
AU6063/86 | 1986-05-23 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0267934A1 EP0267934A1 (en) | 1988-05-25 |
EP0267934A4 true EP0267934A4 (en) | 1991-07-24 |
Family
ID=3771628
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19870903227 Withdrawn EP0267934A4 (en) | 1986-05-23 | 1987-05-22 | A method of detecting structures |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP0267934A4 (en) |
JP (1) | JPH01500371A (en) |
AU (1) | AU593362B2 (en) |
CA (1) | CA1294468C (en) |
HU (1) | HUT57431A (en) |
NZ (1) | NZ220422A (en) |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2696752A (en) * | 1951-06-29 | 1954-12-14 | Russell K Bean | Stereoscopic photographic projection mapping instrument |
US2791151A (en) * | 1953-05-06 | 1957-05-07 | John T Pennington | Method of and apparatus for aerotriangulation with convergent photography |
FR1602906A (en) * | 1968-08-01 | 1971-02-22 | ||
FR2426243A1 (en) * | 1978-05-19 | 1979-12-14 | Inst Geographique Nal | Map revision system using stereoscopic photographs - utilises servo-controlled photograph mountings which maintain correct scaling and focus conditions |
JPS586407A (en) * | 1981-07-03 | 1983-01-14 | Nec Corp | Reproducing method of stereoscopic image |
JPS5847643A (en) * | 1981-09-18 | 1983-03-19 | マイクル・ウエイン | Protective liner for truck bed structure |
-
1987
- 1987-05-22 AU AU75135/87A patent/AU593362B2/en not_active Ceased
- 1987-05-22 JP JP62503349A patent/JPH01500371A/en active Pending
- 1987-05-22 HU HU873131A patent/HUT57431A/en unknown
- 1987-05-22 EP EP19870903227 patent/EP0267934A4/en not_active Withdrawn
- 1987-05-25 CA CA000537942A patent/CA1294468C/en not_active Expired - Lifetime
- 1987-05-25 NZ NZ220422A patent/NZ220422A/en unknown
Non-Patent Citations (3)
Title |
---|
PHOTOGRAPHIC SCIENCE AND ENGINEERING, vol. 13, no. 5, September-October 1969, pages 246-251; S. MACLEOD et al.: "Evaluation of color combinations in reconnaissance displays" * |
PROCEEDINGS OF THE IEEE, vol. 73, no. 6, June 1985, pages 1108-1117, IEEE, New York, US; R.D. LEES et al.: "Evaluation of landsat thematic mapper imagery for geologic applications" * |
See also references of WO8707367A1 * |
Also Published As
Publication number | Publication date |
---|---|
NZ220422A (en) | 1990-01-29 |
EP0267934A1 (en) | 1988-05-25 |
AU593362B2 (en) | 1990-02-08 |
JPH01500371A (en) | 1989-02-09 |
CA1294468C (en) | 1992-01-21 |
HUT57431A (en) | 1991-11-28 |
AU7513587A (en) | 1987-12-22 |
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