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June, 2006

Refereed
Papers
Aguib, A. S.
(2006) Quality
Assurance Charts For Precise Determination Of The Deformation
Of Cylindrical Tanks Using Ground Surveying, Journal of Spatial
Science, Vol. 51, No. 1.
Blesch, K. W. (2006)
Testing Theory And The Minimal Detectable Bias,
Journal of Spatial Science, Vol. 51, No.
1.

W.
E. Featherstone, W. E., & Kuhn, M. (2006)
Height Systems
And Vertical Datums: A Review In The Australian Context,
Journal of
Spatial Science, Vol. 51, No. 1. 
Stock, K. (2006)
Spatio-Temporal Data Management Using Object
Lifecycles. A Case Study Of The Australian Capital Territory Spatial
Data Management System, Journal of
Spatial Science, Vol. 51, No.1. 
Special Feature – Spatial Data
Infrastructures
Rajabifard, A., Binns, A. &
Williamson, I. (2006) Virtual
Australia: Developing an Enabling
Platform to Improve Opportunities in the Spatial Information
Industry, Journal of Spatial Science,
Vol. 51, No. 1.

Wallace,
J., Williamson, I. P., Rajabifard, A., & Bennett, R. (2006)
Spatial Information Opportunities for
Government, Journal of Spatial Science,
Vol. 51, No. 1.

Tomko, M., & Winter, S.
(2006) Recursive Construction of
Granular Route Directions, Journal of
Spatial Science, Vol. 51, No. 1.

Klippel, A. (2006)
You-Are-Here Maps in Emergencies – The Danger of Getting
Lost, Journal of Spatial Science, Vol. 51, No. 1.

Professional Papers
Leach, J. H. J. (2006)
The Korrong Project -
Semi-submersible Imaging for Environmental Mapping in Shallow Water,
Journal of Spatial Science, Vol. 51, No.
1.
Wolfer, W. (2006)
Updating Cartographic Products from a Central
Database
Experiences from Private Industry Map
Publishing, Journal of Spatial Science,
Vol. 51, No. 1.

Abstracts
Refereed Papers
Quality Assurance Charts for
Precise Determination of the Deformation of Cylindrical Tanks Using
Ground Surveying
A. S. Aguib
Civil Engineering
Department
College of Engineering
King Saud University
P.O. Box 800, Riyadh 11421,
Saudi Arabia
aaguib@ksu.edu.sa
Abstract
Point position determination on a
cylindrical tank wall is subject to some uncertainty due to a number
of factors, including the geometry of the observations (horizontal
and vertical angles, distance from the tank), instrument precision
and geometry of the structure. A formula is developed to represent
the effect of these parameters on the uncertainty of the position of
the observed point. It has been converted to a group of charts that
can be used to determine these parameters that assure the precision
required in determining the point position.

Testing Theory and the Minimal
Detectable Bias
K. W. Blesch
P.O.BOX 448,
8200 AK, Lelystad
The Netherlands
kblesch@planet.nl
Abstract
Quality
control is described by internal and external reliability according
to the Delft philosophy. Internal reliability describes
the ability to find biases in observational data and is represented
accordingly by the Minimal Detectable Bias (MDB). MDB is the size of
a model error that can just be detected with a certain probability,
using the appropriate test statistic. External
reliability describes the effect of not detected errors on the final
results of the estimated parameters in an adjustment computation. In
practical computations, the size of these undetected errors is set
equal to the MDB. In this paper a review is given of the Delft
approach of statistical testing observations and the MDB.
It is
proved that the developed test statistics, in fact, project the sum
of all occurred model errors on the direction defined by the
alternative hypothesis and, consequently, the MDB thus does not say
anything about the minimal bias which can be detected by testing the
observations according to the theory.

Height systems and vertical datums:
a review in the Australian context
W. E. Featherstone
M. Kuhn
Western Australian Centre for
Geodesy
Curtin University of
Technology
GPO Box U1987, Perth, WA
6845
Australia
W.Featherstone@curtin.edu.au
Abstract
This
paper reviews (without equations) the various definitions of height
systems and vertical geodetic datum surfaces, together with their
practical realisation for users in Australia. Excluding
geopotential numbers, a height system is a one-dimensional
coordinate system used to express the metric distance (height) of a
point from some reference surface. Its definition varies
according to the reference surface chosen and the path along which
the height is measured. A vertical geodetic datum is the
practical realisation of a height system and its reference surface
for users, nominally tied to mean sea level. In Australia, the
normal-orthometric height system is used, which is embedded in the
Australian Height Datum (AHD). The AHD was realised by the
adjustment of ~195,000 km of spirit-levelling observations fixed to
limited-term observations of mean sea level at multiple
tide-gauges. The paper ends by giving some explanation of the
problems with the AHD and of the differences between the AHD and the
national geoid model, pointing out that it is preferable to
recompute the AHD.

Spatio-Temporal Data Management
Using Object Lifecycles
A Case Study of the Australian
Capital Territory Spatial Data Management System
K. Stock
ACT Planning and Land
Authority
16 Challis Street
Dickson ACT 2602
kmstock@comcen.com.au
Abstract
The
representation of time in spatial information systems allows
historical data to be maintained and analysed, but increases system
complexity. While many early methods for handling
spatio-temporality are limited or inefficient, more recent methods
are expressive but complex.
The
object lifecycles method represents temporality using discrete
stages in an object’s life, focuses on the aspects of
spatio-temporality that are relevant to a specific land
administration domain and is therefore simpler than the
spatio-temporal methods that are designed to handle all
scenarios. The method has been successfully applied in a
production environment: the ACT Spatial Data Management
System.

Special Feature – Spatial Data
Infrastructures
Virtual Australia: Developing an
Enabling Platform to Improve Opportunities in the Spatial
Information Industry
A. Rajabifard
A. Binns
I. Williamson
Centre for Spatial Data
Infrastructures and Land Administration
Department of Geomatics
The University of Melbourne
Victoria AUSTRALIA 3010
abbas.r@unimelb.edu.au
Abstract
The role that the development of Spatial
Data Infrastructure initiatives is playing within the modern world
is changing. Initially SDIs were implemented as a mechanism to
facilitate access and sharing of spatial data hosted in distributed
GISs. Users however now require precise spatial information in real
time about real world objects and the ability to develop and
implement cross-jurisdictional and inter-agency solutions to
priorities such as emergency management, natural resource
management, water rights, and animal, pest and disease control. In
order to achieve this, the concept of an SDI is moving to a new
business paradigm, where SDI is emerging as a ‘virtual jurisdiction’
or ‘virtual enterprise’ to promote the partnership of spatial
information organisations (public/private) to provide access to a
wider scope of data and services, of size and complexity that is
beyond their individual capacity. The development of such an SDI
requires an enabling platform to support the chaining of services
across participating organisations.
This paper outlines the outcomes of
research on the development of such an enabling platform within the
context of a Virtual Australia. This includes a review of the
spatial information and SDI developments in selected Australian
state (Victoria, Western Australia and New South Wales) and
international (Europe, Canada and USA) jurisdictions, which are
helping to move the concept of an enabling platform forward, the
improving opportunities for the spatial information industry through
the development of an enabling platform, concepts and principles to
aid in facilitating a Virtual Australia, and recommendations for the
future.

Spatial Information Opportunities
for Government
J. Wallace
I. P. Williamson
A. Rajabifard
R. Bennett
Centre for Spatial Data Infrastructures and Land
Administration
Department of Geomatics, The University of
Melbourne,
http://www.geom.unimelb.edu.au/people/ipw.html
j.wallace@unimelb.edu.au
Abstract
Land
administration systems (LAS) are now challenged by new technologies
and radically different demands for land information for modern
governments. Spatial information is good enough to support
spatial identification and location enablement applications
available in every significant type of software (word processing,
spread sheets, professional applications, Web systems, GIS and
databases). A place on earth can be defined with precision on the
ground and in computers. Digital data can be attached to a
location as never before. With appropriate computer facilities
and the underpinning interpretative information layers which
translate computer language into understandable descriptions of
places, governments can potentially identify “where” their policies
are happening. A nation’s ability to reap the benefits of the
spatial enablement of information requires the highest level input
from its government and private sectors.
These
challenges are discussed in the context of developing a vision of
iLand, a concept of spatially enabled information for modern
government. This article sets this vision in the history of
land administration, and the growing reliance on a new kind of
information about land and its attributes that is relative and
aspatial in regulation of activities and taxation.

Recursive Construction of
Granular Route Directions
Martin Tomko and Stephan
Winter
CRC for Spatial Information
Department of Geomatics, The
University of Melbourne, Australia
m.tomko@pgrad.unimelb.edu.au
winter@unimelb.edu.au
Abstract
People
give route directions to persons who are familiar with the
environment typically by referring to elements of the city of
varying granularity – what we call granular route directions.
This is in contrast to current navigation services, which produce
directions of constant granularity. In granular route
directions, the detail of the description is adapted to some
relations between the start and target of the route. The
references to elements of the city are aggregated to a referring
expression, respecting the conversation maxims formulated by
Grice. We demonstrate how granular route directions can be
automatically constructed by selecting appropriate elements of the
city from a hierarchical city structure, and we further demonstrate
that the process is based on a recursive application of a small set
of topological rules.

You-Are-Here Maps in Emergencies
–
The Danger of Getting
Lost
A. Klippel
Cooperative Research Centre for
Spatial Information
Department of Geomatics
University of Melbourne,
Australia
aklippel@unimelb.edu.au
C. Freksa
Transregional Collaborative Research
Center
SFB/TR 8 Spatial
Cognition Universität Bremen, Germany
S. Winter
Department of Geomatics
University of Melbourne,
Australia
Abstract
This
article evaluates criteria for the design of so-called You-Are-Here
(YAH) maps, i.e. maps that explicitly indicate the position of the
map reader. Established design criteria are rendered more precise
and applied in an exemplary assessment of three YAH maps as they can
be found in public buildings as part of a general emergency scheme.
The clarification of the YAH map terminology is necessary to allow
for assessing the quality of existing YAH maps and consolidates the
basis of rule-based generation of location-aware information
services. Possibilities for further empirical evaluation of YAH maps
are discussed and the role of location-aware technology is
considered for smart mobile systems and smart
environments.

Professional
Papers
The Korrong Project -
Semi-submersible Imaging for Environmental Mapping in Shallow
Water
J.H.J. Leach
Department of Geomatics
University of Melbourne
Parkville
Victoria 3052
leach@unimelb.edu.au
Abstract
In 1996 a unique vessel with an
imaging pod that descends beneath the surface was developed to image
the marine environment. The system is used to take photographs, make
video transects, and to allow human observation. Water clarity
normally limits the vessel’s operation to less than six metres
depth. Video transects are the most common usage of the
vessel. Using the vessel, long distances are covered by video
transect rapidly and cost effectively. Frames from these transects
can be used to create mosaics or stereo pairs. Designed as a
research tool, the vessel has proven itself a valuable operational
asset in monitoring the shallow marine environment and demonstrated
the technique of semi-submersible imagery.

Updating Cartographic Products from a Central
Database
Experiences from Private Industry Map
Publishing
W.
Wolfer
Grüner
Weg 5
88719
Stetten
Germany
wolfer_gis@gmx.de
Abstract
In order to stay
competitive, map publishers need to make every effort to streamline
the production process. The aim is to have a systematic,
standardized work flow, consisting of effective methods and tools in
all production phases from database editing all the way through
product finishing.
Part of an optimized
production environment is the ability to re-publish successful
products without the need for duplicating work performed in
preceding editions. This paper describes a method for efficiently
utilizing the most current database information in product revision.
It also provides an outline of the overall production process of
which the method is part, and gives suggestions for further research
in this field. |