{A59A290B-3D69-4654-A5A1-024118342139}
20100708
08481000
FALSE
20180205
16191000
20180205
16191000
AWATERE_RIVER_2010_PARTIAL
002
1685806.574733
1693017.974732
5385528.098954
5390056.398956
1
Projected
GCS_NZGD_2000
NZGD_2000_New_Zealand_Transverse_Mercator
<ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/10.5'><WKT>PROJCS["NZGD_2000_New_Zealand_Transverse_Mercator",GEOGCS["GCS_NZGD_2000",DATUM["D_NZGD_2000",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Transverse_Mercator"],PARAMETER["False_Easting",1600000.0],PARAMETER["False_Northing",10000000.0],PARAMETER["Central_Meridian",173.0],PARAMETER["Scale_Factor",0.9996],PARAMETER["Latitude_Of_Origin",0.0],UNIT["Meter",1.0],AUTHORITY["EPSG",2193]]</WKT><XOrigin>-4020900</XOrigin><YOrigin>1900</YOrigin><XYScale>450445547.3910538</XYScale><ZOrigin>0</ZOrigin><ZScale>1</ZScale><MOrigin>0</MOrigin><MScale>1</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>2</ZTolerance><MTolerance>2</MTolerance><HighPrecision>true</HighPrecision><WKID>2193</WKID><LatestWKID>2193</LatestWKID></ProjectedCoordinateSystem>
Linear Unit: Meter (1.000000)
ItemDescription
1.0
ESRI ArcCatalog 9.3.1.4000
en
Aerial Photography
Provide organisation ortho corrected photography
· Flown: 22 June 2010 - 1130hrs
· Flying height: 7500 ft
REQUIRED: The name of an organization or individual that developed the data set.
REQUIRED: The date when the data set is published or otherwise made available for release.
Awatere River 2010 Partial
AWATERERIVERGRAVELSPT_2010
SDE raster digital data
withheld
publication date
1/7/2010
None planned
174.030243
174.117521
-41.635804
-41.677394
1685806.574733
1693018.264262
5385527.997413
5390056.398956
Aerial Photography
Awatere
Owner confirmation required.
Knowledge of organisation gis processes required.
Raster Dataset
Marlborough District Council
GIS Administrator
6435207400
6435207496
gis@marlborough.govt.nz
Unclassified
Esri ArcGIS 10.5.0.6491
AWATERE RIVER 2010 PARTIAL
174.030243
174.117517
-41.635804
-41.677393
1
174.030243
174.117521
-41.635804
-41.677394
1
Aerial photos of part of the Awatere River from the 2009/10 flying season.
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Aerial photos of part of the Awatere River from the 2009/10 flying season.</SPAN></P><P><SPAN>Exact flying date unknown.</SPAN></P><P><SPAN>Aerial resolution is 0.7 metres.</SPAN></P></DIV></DIV></DIV>
aerials
awatere river
2010
<DIV STYLE="text-align:Left;"><P><SPAN>Use of this data outside of Marlborough District Council for purposes other than its intended use are not permitted. Council does not accept any responsibility for the initial and ongoing accuracy to the material. It is the responsibility of the recipient to make such checks as the recipient considers appropriate to ensure accuracy.</SPAN></P></DIV>
Marlborough District Council
en
FGDC Content Standards for Digital Geospatial Metadata
FGDC-STD-001-1998
local time
Grant Crosswell
Marlborough District Council
physical address
Blenheim
Marlborough
7201
Seymour Square
New Zealand
6435207400
GIS Administrator
6435207496
mailing address
PO Box 443
Blenheim
Marlborough
7201
New Zealand
20100916
20170701
dataset
Downloadable Data
002
withheld
Raster Dataset
Raster Dataset
Raster
Pixel
6469
10302
0.700000
0.700000
8
1
Upper Left
FALSE
JPEG
3
pixel codes
SDR
TRUE
GCS_NZGD_2000
NZGD_2000_New_Zealand_Transverse_Mercator
row and column
meters
0.700000
0.700000
D_NZGD_2000
Geodetic Reference System 80
6378137.000000
298.257222
Explicit elevation coordinate included with horizontal coordinates
1.000000
NZGD_2000_New_Zealand_Transverse_Mercator
EPSG
7.9.4(9.0.0)
20180205
Flying height: 7500 ft
Camera/Focal length detail: 60mm Hasselblad (Camera Calibration certificate attached)
Output Resolution: 0.706m
Orthorectifed by: MAPS (orthorectied with camera Calibration info - and they use the camera edge rather than the reseau.) Flown by Lawrie Cairns - Aerial Photography & Land Information - Ph 06 3537391 - PO Box 1145 - PALMERSTON NORTH 4440
Contact: Russell Silcock - Draughting Plus Limited, 17 Wynen Street, Blenheim 7240. Ph 03 577 8099
The obliques were taken from 6000ft with 100mm lens. Work Order Number 38757KMC $2500 29/6/2010
CAMERA CALIBRATION
REPORT
Client: Lawrie Cairns and Associates
Camera: Hasselblad 500 EL/M
Body: TEE 13341
Magazine: UC 476939
Lens: Carl Zeiss Distagon 3.5/60 mm
No: 6722611
Software: "Australis" Version 6.02
Performed by: Albert Chong
Date Calibrated: 12/2/05
Camera Calibration Report
Hasselblad 500 EL serial no. TEE 13341
Carl Zeiss Distagon T* f 60mm serial no. 6722611
Method
Sixteen convergent images of the School of Surveying calibration
testfield were taken on film and scanned at the "University
Photographic Services" on an Agfa 5000 at 2000 dpi.
The images were then processed in "Australis" Version 6.02
(Copyright 2001, Department of Geomatics, The University of
Melbourne).
The Camera / Lens parameters determined in this calibration, that
were considered appropriate for use in "Ortho32", are:
· Lens calibrated focal length,
· Offset of the "Principle Point of Symmetry" (PPS)
from the centre fiducial, and
· Three coefficients for calculating "Radial
Distortion".
Tests were not carried out to determine the suitability of
the computed values for stereo-photogrammetric
application.
Calibration Summary
Lens focal length: 60.37 s 5.49 x 10-2.
PPS Offsets XP: 0.198 s 2.58 x 10-2.
YP: 0.188 s 2.26 x 10-2.
Radial Distortion
Formula: dr = K1 r3 + K2r5
.
Where: K1: 2.629 x 10-5 s 4.01 x 10-7.
K2: -9.09 x 10-9 s 3.48 x 10-10.
dr = Radial distortion, +ve outwards.
r = Distance from PPS in mm.
Corner-fiducial Coordinates
Top left fiducial (x, y)
-22.5, 22.5
Top right fiducial (x, y)
22.5, 22.5
Bottom right fiducial (x, y)
22.5, -22.5
Bottom left fiducial (x, y)
-22.5, - 22.5
Notes:
The following settings were made in "Australis" for this
calibration:-
· Initial lens focal length "C" was set to 60.0 mm,
· Lens Parameter K3r7 is held fixed as zero,
· Lens alignment parameters, P1 & P2, were set to "Fixed",
· Film flatness parameters, B1 & B2 were set to "Fixed",
· All other parameters were "Free", and
· A "Controlled" network was used in the bundle
adjustment.
Sixteen photos, or two rolls of film, could not allow analysis of
variables due to film loading.
Reseau plate coordinates of four circled crosses were used to
perform affine transformation to determine the PPS offset values.
A least squares fit technique shows that the estimated error is
about ± 3 pixels (0.038 mm).
Output Accuracy: +/- based on the LINZ ORTHOS error of +/- 12.5m and +/- 2.7m error from them - that 90% of points are within +/- 15.2m of true position.
+/- 15.2m
0%
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