International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXIX-B4, 2012
XXII ISPRS Congress, 25 August — 01 September 2012, Melbourne, Australia
The data from these entities had the following characteristics.
Management | Characteristics
entity
Complies with national standards and has geodetic
Nation coordinates.
Specific features are expressed with polygons.
Has geodetic coordinates.
Prefecture * All the features are expressed with lines.
Some data is rasterized.
Has geodetic coordinates.
City * All the features are expressed with lines.
* Some data is rasterized.
Table 2. Characteristics of as-built drawings by road
management entity
Not all the as-built drawings of the prefecture and
municipalities were available as vector data. We excluded
rasterized data for the verification.
Regarding the three types of as-built drawings above, we
examined whether they had adequate location accuracy to be
used for road data updating. The drawings of the prefectural
and city roads did not have geodetic coordinates. We performed
the orientation of the drawings and compared the coordinates
on the drawings with those measured by field survey. As the
table below shows, the drawings had location accuracy
equivalent to or better than their scales.
Number of
Verified drawing verified Scale RMSE
points
Co-1 6 1:1000 0.422
Nation Co-2 9 1:1000 0.566
Co-3 6 1:1000 0.635
P-1 4 1:1000 0.87
Prefecture P-2 6 1:500 0.553
P-3 4 1:500 0.231
Ct-1 3 1:300 0.064
Municipality Ct-2 7 1:500 0.076
Ct-3 4 1:500 0.057
Table 3. Evaluation result of location accuracy of as-built
drawings
Using the data above, we updated road data of a spatial data
infrastructure and found the following.
* There were no problems with data updating from the
perspective of location accuracy.
+ The procedures for drawing road shapes were not
standardized and the original data and updated data
sometimes differed in the positions of road boundaries.
In suburbs in particular, some road boundaries were
not clear. Some standards needed to be established.
+ Data created by prefectures and municipalities did not
have absolute positional coordinates. From the
viewpoint of working efficiency, it would be helpful if
reference information for identifying the area to be
updated were available in advance.
30
Figure 7. Difference in road boundaries
5.2 Updating of building data
To update building data, we also conducted a field study on
Mie Prefecture.
We asked the fixed asset departments of three municipalities
how they created their house ledgers. We found that they paid
little attention to absolute location accuracy. To use the house
ledgers, it bears keeping in mind that the ledgers vary in
location accuracy from municipality to municipality depending
on the updating method that is applied. In some municipalities,
the staff draws building shapes by hand.
House ledgers are increasingly digitized. These ledgers can be
used to update building data without affecting efficiency.
+ Scale: 1:500 or 1:1000 (location accuracy unknown)
+ Scope: Flat land (area in which houses stand)
+ Number of houses updated each year: 1% to 2% of
the total
¢ Updating frequency: Every year
We verified the location accuracy of the house ledgers. We
identified the locations of the houses on the GIS, compared
them with those measured by field survey and calculated
RMSE.
The result shows that no data has location accuracy as high as
the scales of the house ledgers. However, their accuracy is
equivalent to a scale of 1:2500, which is good enough to be
used for the updating.
: Number of
City verified et Scale RMSE
City A 36 1:1000 1.074
City B 42 1:1000 0.824
City C 30 1:500 1.086
Table 4. Verification result of location accuracy of house
ledgers
As we performed the updating, we discovered the following
with regard to the method of partially updating building data.
* Identifying the area to be updated in the old data
required that all newly constructed, lost or altered
houses be located by comparing the house ledgers for
two years and then all the buildings on the old data
that were overlapped by houses in those locations had
to be selected to avoid omissions.
+ When we checked the data selected in identifying the
area to be updated, we found that excess data was
included because of subtle differences in shape, as
shown below. Visual checks always needed to be
conducted to remove that excess data.
+ When building data is integrated with road data, some
Building
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