Monday, May 23, 2011

computer-assisted cartography

The use of digital computers, mapping software and computer-driven display units to design or produce maps as well as to develop databases employed in map production. Computer-assisted cartography (also called digital cartography) is somewhat older than geographical information systems, a technological specialty concerned more with the storage, retrieval and analysis of spatial data than with cartographic display per se. Because computers are used widely in all phases of cartographic design and production, the adjective computer-assisted has become somewhat redundant insofar as almost all contemporary map production is at least partly computer-assisted.

Map projections, which often require repeated evaluation of complex mathematical formulae, were among the earliest cartographic applications of the computer (Snyder, 1985). Calculation of projected coordinates preceded by several years the automatic plotting of grid lines, boundaries and other geographical features. In the 1950s geographers and planners discovered that a computer could generate a crude map on an electric typewriter or line printer designed to print alphanumeric characters aligned in six or eight rows per inch down the page and in ten columns per inch across (Tobler, 1959). Despite this coarse resolution, the widely available high-speed line printer promoted inexpensive experimentation with choropleth maps as well as the convenient display of trend surfaces and other computationally demanding isoline maps.

Display quality improved markedly in the late 1960s and early 1970s with the introduction of plotters able to raise or lower a ballpoint or liquid-ink pen and draft curved lines by moving it simultaneously in the X and Y directions. Adept at drawing lines and labels, pen-plotters could also produce crude line-pattern area symbols for choropleth and land-use maps (Monmonier, 1982). Although the digital plotter never rivaled the ink pen or engraving tool in the hand of a skilled drafter, development of high-resolution large-format film plotters in the late 1970s provided efficient machine-controlled generation of photographic negatives used in colour printing. Government agencies and large commercial mapping firms that could afford the massive investment began to abandon drafting pens in favour of the digitizers and electronic scanners required for the \'capture\' or \'conversion\' (see digitizing) of digital cartographic data. Despite high initial costs, cartographic databases promised less expensive production of updated editions as well as increased cost recovery through secondary uses (Morrison, 1980).

Further advances in display technology in the 1980s encouraged university cartographic laboratories and other small map producers to abandon manual, non-electronic drafting. Improved cathode ray tubes and highly interactive illustration software allowed rapid placement of symbols and labels as well as efficient map editing. Toner replaced ink with the advent of high-resolution laser printers able to integrate precise, aesthetically pleasing type with crisp linework and carefully controlled graytones. Page-layout software and ultra-high-resolution imagesetters revolutionized publication design and pre-press production in the 1990s, when publishers began to require electronic versions of authors\' text and graphics. Further change is inevitable as a consequence of colour monitors, inexpensive colour printers and the World Wide Web, which supports broad dissemination without the expense and delay of printing.

Digital computing and electronic display challenged cartographers to automate two basic operations: label placement and line generalization. Label placement proved more straightforward: priority rankings describing preferred locations for feature-and placenames allowed algorithms to not only avoid overlapping labels but also provide aesthetically acceptable solutions that maximized the number of labeled features ( Jones, 1997, pp. 259-62). By contrast, line generalization proved an enigmatic problem with many facets and richly varied solutions. Although computerized strategies allow mapmakers to smooth and simplify line symbols, eliminate inconsequential point and area features, purge extraneous points from the list of coordinates, consolidate nearby polygons and exaggerate details for clarity, manual intervention is almost always necessary when a substantial reduction in scale demands lateral displacement of close, similarly aligned features (McMaster and Shea, 1992).

Other noteworthy developments include specialized data structures for the efficient storage and ready retrieval of spatial data (Laurini and Thompson, 1992); geocoding schemes for representing the topological structure of the urban street grid and census enumeration units (Trainor, 1990); more efficient methods for displaying and analysing terrain (Raper, 1989) and tools for automated line-following, edge-matching and other aspects of developing and maintaining a geographical database. Also important are graphical interfaces that promote the integration of mapping with a variety of computational processes, including automated recognition of disease clusters (Openshaw et al., 1987), simulation of toxic plumes in groundwater or atmosphere, and identification of shortest-path highway routes. Optimal routing is a particularly useful addition to automated highway navigation systems that continually update a detailed local street map showing the vehicle\'s current location. By introducing time and motion as visual variables, interactive computer graphics and animated mapping have vastly enhanced cartographic reconstructions and simulations of complex events and processes. (MM)

References Jones, C.B. 1997: Geographical information systems and computer cartography. London: Longman. Laurini, R. and Thompson, D. 1992: Fundamentals of spatial information systems. London: Academic Press. McMaster, R.B. and Shea, K.S. 1992: Generalization in digital cartography. Washington, D.C.: Association of American Geographers. Monmonier, M. 1982: Computer-assisted cartography: principles and prospects. Englewood Cliffs, NJ: Prentice-Hall. Morrison, J.L. 1980: Computer technology and cartographic change. In D.R.F. Taylor, ed., The computer in contemporary cartography. New York: John Wiley and Sons, 5-23. Openshaw, S. et al. 1987: A Mark 1 Geographical Analysis Machine for the automated analysis of point data sets. International Journal of Geographical Information Systems 1: 335-58. Raper, J., ed., 1989: Three-dimensional applications in geographical information systems. London: Taylor and Francis. Snyder, J.P. 1985: Computer-assisted map projection research, Bulletin 1629. Reston, Virginia: US Geological Survey. Tobler, W.R. 1959: Automation and cartography. Geographical Review 49: 526-34. Trainor, T.F. 1990: Fully automated cartography: a major transition at the Census Bureau. Cartography and Geographic Information Systems 17: 27-38.

Various type of photographs for aerial photogrammetry

Vertical photo for aerial photogrammetry
A vertical photograph for aerial photogrammetry is taken with the camera pointed as straight down as possible Allowable tolerance is usually + 3° from the perpendicular (plumb) line to the camera axis. The result is coincident with the camera axis. A vertical photograph has the following characteristics:

(1)   The lens axis is perpendicular to the surface of the earth.
(2)   It covers a relatively small area.
(3)   The shape of the ground area covered on a single vertical photo closely approximates a square or rectangle.
(4)   Being a view from above, it gives an unfamiliar view of the ground.
(5)   Distance and directions may approach the accuracy of maps if taken over flat terrain.
(6)   Relief is not readily apparent.

Three terms need defining here; they are Principal Point, Nadir and Isocenter.  They are defined as follows:

 1. Principal Point - The principal point is the point where the perpendicular projected through the center of the lens intersects the photo image.

 2. Nadir - The Nadir is the point vertically beneath the camera center at the time of exposure.

 3. Isocenter - The point on the photo that falls on a line half- way between the principal point and the Nadir point.


Low Oblique for aerial photogrammetry

 This is a photograph for aerial photogrammetry taken with the camera inclined about 30° from the vertical. It is used to study an area before an attack, to substitute for a reconnaissance, to substitute for a map, or to supplement a map. A low oblique has the following characteristics:

(1)   It covers a relatively small area.
(2)   The ground area covered is a trapezoid, although the photo is square or rectangular.
(3)   The objects have a more familiar view, comparable to viewing from the top of a high hill or tall building.
(4)   No scale is applicable to the entire photograph, and distance cannot be measured. Parallel lines on the ground are not parallel on this photograph; therefore, direction (azimuth) cannot be measured.
(5)   Relief is discernible but distorted.
(6)   It does not show the horizon.


High Oblique for aerial photogrammetry

The high oblique for aerial photogrammetry is a photograph taken with the camera inclined about 60° from the vertical. It has a limited military application; it is used primarily in the making of aeronautical charts. However, it may be the only photography available. A high oblique has the following characteristics:

(1)   It covers a very large area (not all usable).
(2)   The ground area covered is a trapezoid, but the photograph is square or rectangular.
(3)   The view varies from the very familiar to unfamiliar, depending on the height at which the photograph is taken.
(4)   Distances and directions are not measured on this photograph for the same reasons that they are not measured on the low oblique.
(5)   Relief may be quite discernible but distorted as in any oblique view. The relief is not apparent in a high altitude, high oblique.
(6)   The horizon is always visible.

Trimetrogon for aerial photogrammetry


This is an assemblage of three photographs taken at the same time, one vertical and two high obliques, in a direction at right angle to the line of flight. The obliques, taken at an angle of 60° from the vertical, side lap the vertical photography, producing composites from horizon to horizon.

Multiple Lens Photography for aerial photogrammetry : These are composite photographs taken with one camera having two or more lenses, or by two or more cameras. The photographs are combinations of two, four, or eight obliques around a vertical. The obliques are rectified to permit assembly as verticals on a common plane.

Convergent Photography for aerial photogrammetry: These are done with a single twin-lens, wide-angle camera, or with two single-lens, wide-angle cameras coupled rigidly in the same mount so that each camera axis converges when intentionally tilted a prescribed amount (usually 15 or 20°) from the vertical. Again, the cameras are exposed at the same time. For precision mapping, the optical axes of the cameras are parallel to the line of flight, and for reconnaissance photography, the camera axes are at high angles to the line of flight.

Panoramic for aerial photogrammetry: The development and increasing use of panoramic photography in aerial reconnaissance has resulted from the need to cover in greater detail more and more areas of the world.
(1)  To cover the large areas involved, and to resolve the desired ground detail, present-day reconnaissance systems must operate at extremely high-resolution levels. Unfortunately, high-resolution levels and wide-angular coverage are basically contradicting requirements.

(2)   A panoramic camera is a scanning type of camera that sweeps the terrain of interest from side to side across the direction of flight. This permits the panoramic camera to record a much wider area of ground than either frame or strip cameras. As in the case of the frame cameras, continuous cover is obtained by properly spaced exposures timed to give sufficient overlap between frames. Panoramic cameras are most advantageous for applications requiring the resolution of small ground detail from high altitudes

Photogrammetry Equipments Various Types of Camera for Aerial Photogrammetry

Here you will find detailed discussion over photogrammetry equipments various types of cameras. There is two type of cameras are available Metric and Non Matric aerial photogrammetry camera.


Metric Camera for Aerial Photogrammetry


Metric cameras are those manufactured specially for photogrammetric applications.
The elements of interior orientation are known :the focal length and location of the centre of the photograph.The metric cameras are further classified as single and stereometric cameras.A single metric camera is mounted on a tripod whereas a stereometric camera consists of two identical metric cameras mounted rigidly at the ends of a fixed base for photograph.

Non Metric Camera for Aerial Photogrammetry

A non-metric camera is characterized by the off-the-shelf cameras which are often used for conventional photography.These are not the cameras especially made for the photogrammetric purposes. In these types of cameras, the elements of interior orientation are unknown or partially available

Digital close range Photogrammetry (DCRP)

 It is the latest development in Photogrammetry, which is especially used to obtain 3D spatial information about objects placed near the camera

What is Photographic Film in aerial photogrammetry

Various types of Films and Lenses are used in aerial photogrammetry. Here we have discussed a verious type of films and lenses used in aerial photogrammetry.

Photographic film is a sheet of plastic (polyester, nitrocellulose or cellulose acetate) coated with an emulsion containing light-sensitive silver halide salts (bonded by gelatin) with variable crystal sizes that determine the sensitivity, contrast and resolution of the film.

 Types of film generally used in aerial photography include:

 a.   Panchromatic. This is the same type of film that is used in the average hand-held small camera. It records the amount of light reflected from objects in tones of gray running from white to black. Most aerial photography is taken with panchromatic film.

 b.   Infrared. This is a black-and-white film that is sensitive to infrared waves. It can be used to detect artificial camouflage materials and to take photographs at night if there is a source of infrared radiation.

  Color. This film is the same as that used in the average hand-held camera. It is limited in its use because of the time required to process it and its need for clear, sunny weather.


  d.   Camouflage Detection. This film is a special type that records natural vegetation in a reddish color. When artificial camouflage materials are photographed, they appear bluish or purplish. The name of this film indicates its primary use.

Various Lenses used in aerial photogrammetry:


  A simple lens consists of a piece of optical glass that has been ground so that it has either two spherical surfaces or one spherical surface and one flat surface.

 Its primary function is to gather light rays from object points and bring them to focus at some distance on the opposite side of the lens .

-A lens accomplishes this function through the principle of refraction.

-Lenses are classified by the curvature of the two optical surfaces.

-A lens is biconvex (or double convex, or just convex) if both surfaces are convex.

 -If both surfaces have the same radius of curvature, the lens is equiconvex.

-A lens with two concave surfaces is biconcave (or just concave).

-If one of the surfaces is flat, the lens is Plano-convex or Plano-concave depending on the curvature of the other surface.

-A lens with one convex and one concave side is convex-concave or meniscus. It is this type of lens that is most commonly used in corrective lenses

The various types of aerial cameras

The various types of aerial cameras used in taking photographs is quite different than the ordinary camera as in case of aerial camera. 

aerial camera


Various types of aerial camears:

Single lens camera: A single-lens reflex (SLR) camera is a camera that uses a semi-automatic moving mirror system which permits the photographer to sometimes see exactly what will be captured by the film or digital imaging system, as opposed to pre-SLR cameras where the view through the viewfinder could be significantly different from what was captured on film.

Multi lens camera: The multi-lens camera is a unique piece of technology that follows the principles of lomography for capturing still images. Lomography encourages a light-hearted approach to photography and encompasses over-saturated colors in the images, blurring, and alternative film processing techniques.
Strip Camera:

Panoramic Camera:
Digital Cameras:
 The use of digital cameras is slowly increasing in popularity, paralleling the popularity of digital cameras in the general public.

The CCD (charged coupled device) is the electronic component on which the light from the lens is focused.
 Digital pictures are made up of tiny "squares", each of a single color, called pixels. Each CCD has a maximum number of pixels that it uses to generate the image.
 Camera specifications will list the Max Resolution and the Minimum Resolution.

Some of the cameras used in aerial photography are:

-Zeiss RMK 15/23(digital camera)

23*23 cms picture format,6 inch focal length
-2fairchild kc-6A
23*23 cms picture format,6 inch focal length
Wild RC-10
 (having different focal  lengths;89,152,210,305 mm)
Hasselblad MK-70
Itek LfC (large format camera )

Tuesday, May 17, 2011

Best of Luck

Hi friends,
Hope u have prepeared well for the May exam which is going to held from 19th May, 2011. One trick i wana share to u....Attempt all question don't left any question unanswered..Go through the previous year question and analysed it....choose the questions that is repeating alternatly in prevous exam.

BEST OF LUCK

Friday, April 8, 2011

hi all

Hope all of you reached safely to your home and started your preperation for the theory exam. Very soon i will post suggestion question for May, 2011 exam..

Kindly give your feedback 

Thursday, February 17, 2011

Practical Record

Message from VISHNU,


Friends,
Happy to meet here.
I guess some of you started the record work. It is better to have a common template before we start .
Here some of my suggestion for that,
Ø  A4 size paper is better than university’s assignment paper. In that A4 paper we must draw border. For border ,  black colour is preferable.
Ø  Do not use Green and Red colours for the characters, underlines and titles.
Ø  Use gel-pen instead of  ball-point pens.
Ø  Front page and cover : It can be done at university campus to maintain uniformity.

Wednesday, February 9, 2011

How to Download

To download kindly right click the mouse and then click save target as..it will promt to download window...
or either click directly to the link.
Hope u will get benefited with this..
Suggestions and comments are always welcome.

Kindly gives your feedback if any..

Aerial Photography Study Material

Remote Sensing

About Ist Round of PCP

The 18 days of Ist round of PCP is over today....and we all are going back to home after a hectic schedule of PCP. Hope u all get benefited with the first PCP (22-1-11 to 08-02-11).  We want to say thanks to all the faculty member for sharing their knowledge.


COMPULSORY PERSONAL CONTACT PROGRAMME: 2010 - 2011

I Year M.Sc Geoinformatics
THEORY AND PRACTICAL CLASSES
ROUND
DATE
CENTRE & VENUE
PCP ZONE COVERED
I
22.01.2011 to 08.02.2011
ANNAMALAINAGAR
Department of Earth Sciences
Annamalai University
Annamalinagar - 608 002
Chidambaram
All Students
and
Supplementary Students
II
12.03.2011 to 29.03.2011
PRACTICAL EXAMINATION
I
Practical-I:  31.03.2011
ANNAMALAINAGAR
Department of Earth Sciences
Annamalai University
Annamalainagar - 608 002
Chidambaram
All Students
and
Supplementary Students
II
Practical-II: 01.04.2011
ANNAMALAINAGAR
Department of Computer Science
Faculty of Engineering
Annamalai University
Annamalainagar - 608 002
Chidambaram
II Year M.Sc Geoinformatics
THEORY AND PRACTICAL CLASSES
I
13.11.2010 to 30.11.2010
ANNAMALAINAGAR
Department of Earth Sciences
Annamalai University
Annamalainagar - 608 002
Chidambaram
All Students
and
Supplementary Students
II
10.02.2011 to 27.02.2011
PRACTICAL EXAMINATION
I
Practical-III   :  01.03.2011
ANNAMALAINAGAR
Department of Earth Sciences
Annamalai University
Annamalainagar - 608 002
Chidambaram
All Students
and
Supplementary Students
II
Practical-IV  :  02.03.2011