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NAME

       i.rectify  - Rectifies an image by computing a coordinate transformation for each pixel in
       the image based on the control points.

KEYWORDS

       imagery, rectify

SYNOPSIS

       i.rectify
       i.rectify help
       i.rectify  [-ca]  group=name   [input=name[,name,...]]    extension=string   order=integer
       [res=float]   [memory=memory in MB]   [method=string]   [--verbose]  [--quiet]

   Flags:
       -c
           Use current region settings in target location (def.=calculate smallest area)

       -a
           Rectify all raster maps in group

       --verbose
           Verbose module output

       --quiet
           Quiet module output

   Parameters:
       group=name
           Name of input imagery group

       input=name[,name,...]
           Name of input raster map(s)

       extension=string
           Output raster map(s) suffix

       order=integer
           Rectification polynom order (1-3)

       res=float
           Target resolution (ignored if -c flag used)

       memory=memory in MB
           Amount of memory to use in MB
           Default: 300

       method=string
           Interpolation method to use
           Options: nearest,bilinear,cubic,bilinear_f,cubic_f
           Default: nearest

DESCRIPTION

       i.rectify  uses  the  control  points  identified  in i.points or i.vpoints to calculate a
       transformation matrix based on a  first,  second,  or  third  order  polynomial  and  then
       converts x,y cell coordinates to standard map coordinates for each pixel in the image. The
       result is a planimetric image with a transformed  coordinate  system  (i.e.,  a  different
       coordinate system than before it was rectified).

       i.points  or  i.vpoints  must  be  run before i.rectify, and both programs are required to
       rectify an image. An image must be rectified before it can reside in a standard coordinate
       LOCATION,  and  therefore be analyzed with the other map layers in the standard coordinate
       LOCATION. Upon completion of i.rectify, the rectified image is  deposited  in  the  target
       standard coordinate LOCATION. This LOCATION is selected using i.target.

Program Prompts

       The  first prompt in the program asks for the name of the group containing the files to be
       rectified.
            Enter the group containing files to be rectified
            Enter 'list' for a list of existing imagery groups
            Enter 'list -f' for a verbose listing
            Hit RETURN to cancel request
            >
        This is the same imagery group that was selected in i.points or i.vpoints and  the  group
       that   contains  the  raster  maps  with  the  marked  points  and  their  associated  map
       coordinates.  You are then asked to select the  raster  map(s)  within  the  group  to  be
       rectified:
       Please select the file(s) to rectify by naming an output file
              spot1.1 in mapsetname      .............
              spot1.2 in mapsetname      .............
              spot1.3 in mapsetname      .............
              spotclass1 in mapsetname   spotrectify1.

              spotreject1 in mapsetname  .............
       (enter list by any name to get a list of existing raster maps)
       AFTER COMPLETING ALL ANSWERS, HIT <ESC> TO CONTINUE
                  (OR<Ctrl-C> TO CANCEL)
         More  than  one raster map may be rectified at a time.  Each cell file should be given a
       unique output file name.

       Next, you are asked to select one of two windows regions:
         Please select one of the following options
         1.  Use the current window in the target location
         2.  Determine the smallest window which covers the image
         >
        The i.rectify program will only rectify that portion of the  image  or  raster  map  that
       occurs  within  the  chosen  window region, and only that portion of the cell file will be
       relocated in the target database.  It is important therefore, to check the current  mapset
       window in the target LOCATION if choice number one is selected.

       If  you  are  rectifying  a  file  with  plans to patch it to another file using the GRASS
       program r.patch, choose option number one, the current  window  in  the  target  location.
       This  window,  however,  must  be the default window for the target LOCATION.  When a file
       being rectified is smaller than the default window in which it is being  rectified,  zeros
       are  added to the rectified file.  Patching files of the same size that contain 0/non-zero
       data, eliminates the possibility of a no-data line the patched result.  This  is  because,
       when  the  images  are  patched,  the zeros in the image are "covered" with non-zero pixel
       values.  When rectifying files that are going to be patched,  rectify  all  of  the  files
       using the same default window.

       Select the order of transformation desired with the order option:
          1st Order   2nd Order  3rd Order
        The program will immediately recalculate the RMSE and the number of points required.

   Linear affine transformation (1st order transformation)
        x' = ax + by +c
        y' = Ax + Bt +C

       The  a,b,c,A,B,C  are  determined  by least squares regression based on the control points
       entered.  This transformation applies scaling, translation and  rotation.   It  is  NOT  a
       general  purpose  rubber-sheeting,  nor  is  it ortho-photo rectification using a DEM, not
       second order polynomial, etc.  It can be  used  if  (1)  you  have  geometrically  correct
       images, and (2) the terrain or camera distortion effect can be ignored.

   Polynomial Transformation Matrix (2nd, 3d order transformation)
       The ANALYZE function has been changed to support calculating the registration coefficients
       using a first, second, or third order transformation matrix.  The number of control points
       required for a selected order of transformation (represented by n) is
       ((n + 1) * (n + 2) / 2)

       or  3,  6,  and  10  respectively.  It is strongly recommended that one or more additional
       points be identified to allow for an overly- determined transformation  calculation  which
       will  generate  the  Root Mean Square (RMS) error values for each included point.  The RMS
       error values for all the included control points are  immediately  recalculated  when  the
       user selects a different transformation order from the menu bar.  The polynomial equations
       are performed using a modified Gaussian elimination method.

   Resampling method
       The rectified data is resampled with one of five  different  methods:  nearest,  bilinear,
       cubic, bilinear_f or cubic_f.

       The method=nearest method, which performs a nearest neighbor assignment, is the fastest of
       the three resampling methods. It is primarily used for categorical data such as a land use
       classification, since it will not change the values of the data cells. The method=bilinear
       method determines the new value of the cell based on a weighted distance average of the  4
       surrounding  cells  in  the input map. The method=cubic method determines the new value of
       the cell based on a weighted distance average of the 16 surrounding  cells  in  the  input
       map.  The  method=lanczos  method determines the new value of the cell based on a weighted
       distance average of the 25 surrounding cells in the input map.

       The bilinear, cubic and lanczos interpolation methods are most appropriate for  continuous
       data  and  cause  some  smoothing. These options should not be used with categorical data,
       since the cell values will be altered.

       In the bilinear, cubic and lanczos methods, if  any  of  the  surrounding  cells  used  to
       interpolate  the  new  cell  value  are NULL, the resulting cell will be NULL, even if the
       nearest cell is not NULL. This will cause some thinning along NULL borders,  such  as  the
       coasts of land areas in a DEM. The bilinear_f, cubic_f and lanczos_f interpolation methods
       can be used if thinning along NULL edges is not desired.  These  methods  "fall  back"  to
       simpler  interpolation  methods  along  NULL  borders.   That is, from lanczos to cubic to
       bilinear to nearest.

       If nearest neighbor assignment is used, the output map has the same raster format  as  the
       input  map.  If  any  of  the  other  interpolations is used, the output map is written as
       floating point.

   Program Execution
       Note:  The rectified image or rectified raster maps will be located in the target LOCATION
       when  the  program  is  completed.   The  original  unrectified  files are not modified or
       removed.

NOTES

       i.rectify uses nearest neighbor resampling during the transformation choosing  the  actual
       pixel  that  has  its centre nearest to the point location in the image. Advantage of this
       method is that the pixel brightness of the image  is  kept  as  i.rectify  rearranges  the
       geometry of the image pixels.

       If i.rectify starts normally but after some time the following text is seen:
       GIS ERROR: error while writing to temp file
       the user may try the flag -c (or the module needs more free space on the hard drive).

SEE ALSO

       The GRASS 4 Image Processing manual

        g.transform, r.proj, v.proj, i.group, i.points, i.vpoints, i.target
       gis.m: GEORECTIFY TOOL and wxGUI: Manage Ground Control Points

AUTHORS

       William R. Enslin, Michigan State University, Center for Remote Sensing

       Modified for GRASS 5.0 by:
       Luca Palmeri (palmeri@ux1.unipd.it)
       Bill Hughes
       Pierre de Mouveaux (pmx@audiovu.com)
       CMD mode by Bob Covill

       Last changed: $Date: 2011-11-08 03:29:50 -0800 (Tue, 08 Nov 2011) $

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       © 2003-2013 GRASS Development Team