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Surveying & Built Environment Vol. 22 Issue 1 (December 2012)

Surveying & Built Environment Vol. 22 Issue 1 (December 2012)

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The internal orientation parameters are<br />

unavailable. With the knowledge of the<br />

camera RC8 Aviogon 152.4mm lens<br />

(Dawe, 1969), we used approximate<br />

values for the internal orientation<br />

and it worked well (internal accuracy<br />

at about 7 microns). We performed<br />

exterior orientation using currently<br />

identifiable features with surveyaccurate<br />

coordinates. These features<br />

include wells, wall corners, bridges,<br />

graves and sharp path junctions. The<br />

subject agricultural area terrain in this<br />

paper is flat. An auto-generated DEM<br />

for orthorectification is considered<br />

sufficient. The orthophoto image used<br />

in this paper had a tested horizontal<br />

accuracy of 0.3 metre (Tang & Guan,<br />

2010).<br />

Correlation of DD Sheet onto the<br />

Orthophoto of 1963<br />

Correlation in a GIS environment is<br />

done using the geo-referencing function.<br />

Based on the DD Sheet images, the field<br />

bunds were traced to form polylines.<br />

Similarity transformation and affine<br />

transformation were used. In correlation<br />

examples here the affine transformation<br />

was adopted because the Northing and<br />

Easting grid lengths of the adopted DD<br />

Sheet (DD 106) image were found to<br />

vary slightly.<br />

Four blocks of lots were identified with<br />

<strong>Surveying</strong> and <strong>Built</strong> <strong>Environment</strong> <strong>Vol</strong> <strong>22</strong>, 74-87 Nov <strong>2012</strong> ISSN 1816-9554<br />

areas 100m x 100m, 200m x 200m,<br />

300m x 300m and 400m x 400m.<br />

Each block was tested with different<br />

combinations of control points. In<br />

figure 5, showing the test on 100m x<br />

100m, <strong>22</strong> nodes were selected and 3 of<br />

them (No.3, 15 and 19) were assigned<br />

with higher weights. The mean of the<br />

misclosures is 2.0 metres and standard<br />

deviation at 1.6 metres. figure 6 gave<br />

the result using other 3 control points.<br />

The mean is still 2.0 metres.<br />

In figure 7 and 8, for the testing area<br />

of 200m x 200m, the two means are 2.3<br />

metres and 1.9 metres. In figure 9 and<br />

10, for the testing area of 300m x 300m,<br />

the two means are 1.8 metres and 2.1<br />

metres. In figure 11 and 12, for the<br />

testing area of 400m x 400m, the two<br />

means are 2.0 metres and 2.1 metres.<br />

From these tested samples, we could say<br />

only that the subject 1:3960 DD Sheet<br />

can be correlated to the agricultural<br />

occupation in 1963 with a mean<br />

accuracy of 2 metres. Of course, all lot<br />

boundaries can be read under the 1980<br />

horizontal coordinates. The significance<br />

of this exercise is that not only can a<br />

surveyor produce a technically accurate<br />

land parcel boundary based on DD<br />

Sheets and orthophotos, but most<br />

importantly an assessment of accuracy<br />

can also be provided.<br />

SBE<br />

81

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