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4D Reconstruction and Visualisation of Krakow
Fortress
Ewa Głowienka
Department of Geotechnical Engineering, Geomatics and
Waste Management
Kielce University of Technology
Kielce, Poland
eglowienka@tu.kielce.pl
Beata Hejmanowska, Sławomir Mikrut, Piotr
Kramarczyk, Agnieszka Struś
Department of Geoinformation, Photogrammetry and
Environmental Remote Sensing
AGH University of Science and Technology
Krakow, Poland
{galia, smikrut}@agh.edu.pl, {gorgany100, astrus}@o2.pl
Krystyna Michałowska
Department of Land Surveying
University of Agriculture in Krakow
Krakow, Poland
k.michalowska@ur.krakow.pl
Piotr Opaliński
Historical Museum of the City of Krakow
Krakow, Poland
p.opalinski@mhk.pl
Abstract—The specific aim of the European project named
"Cultural Heritage Through Time" (CHT2) and reported in this
paper is to fully integrate the fourth dimension (4D) into Cultural
Heritage studies for analysing structures and landscapes over
time. Krakow – the Fortress City (Poland) is the one of four case
studies of the CHT2, which are used for the ti me varying
reconstruction, analysis, visualization, and preservation. The goal
of the project is produce time-varying 3D products, from
landscape to architectural scales, to envisage and analyse lost
scenarios or visualize changes due to anthropogenic activities or
intervention, pollution, w ars, earthquakes, or other natural
hazards. The results of the case studies will be the basis for web
publication.
Keywords—digital images; unmanned aerial vehicles – UAV;
visualization; cultural heritage; 3D/4D modelling; reconstruction,
laser scanning.
I. INTRODUCTION
Historical documentation, which enables reconstruction
ofobjects and correct visualization of them has a great
significance in preservation, restoration and management of
cultural heritage objects. Main materials of the kind include
plans, maps, drawings, pictures, photos, and descriptions, all
of which constitute a rich source of knowledge about features
of historic buildings. Contemporary technologies of cultural
heritage surveying, i.e. photogrammetry, laser scanning, and
UAV offer an excellent opportunity to obtain multi-temporal
databases on "life" of historic monuments [1 - 9]. On the other
GIS 4D makes it possible to fully integrate the above-
referenced data, and to perform multi-temporal analyses [10 -
16].
It is just this problem that the European project of
"Cultural Heritage Through Time" (CHT2) [17] is devoted to
within the framework of the "Joint Programming Initiative on
Cultural Heritage" [18], implemented by research teams from
four countries: Italy, Spain, United Kingdom, and Poland.
Each team works on selected, valuable historic sites, which
include the city centre of Milan, the medieval walls of Avila,
Hadrian’s Wall and its landscape, and the fortress city of
Krakow, respectively [17 - 19].
The CHT2 project relates to the issue of creating time-
varying 3D models of objects in different scales (from
regional to architectural levels). Time is being considered as a
fourth dimension (4D)that allows performing multi-temporal
analyses. The created 4D database is to be used both for
forecasting, and analysing changes in facilities under
consideration that have already occurred, and which have been
caused by man's activities (e.g. wars, destructions, air
pollution, acid rains) or changes which have emerged as a
result of natural disasters (e.g. earthquakes, floods, etc.). Main
goals of the project are the following:
x collect data and experts' knowledge in order to
produce 4D models for the selected cultural heritage
defence objects;
x fully integrate 3D data with the fourth dimension of
time (4D);
x obtain 3D/4D georeference, metric products as basis
for quantitative analyses concerning transformations
of selected defence areas, or analyses of architectural
changes in defence objects, visualization of goals,
rules of preservation, future planning, or possible
commercial uses;
x enhance social awareness in respect of research.
2017 Baltic Geodetic Congress
978-1-5090-6040-5/17 $31.00 © 2017 IEEE
DOI 10.1109/BGC.Geomatics.2017.83
1
This article describes the initial phase of the CHT2 project
focusing on the process of creating a 4D base for the Fortress
of Krakow.
II. STUDY AREA
The Krakow Fortress is a UNESCO-listed site built in 19th
century, during the Age of Partitions, by the Austro-Hungarian
Empire, which decided to transform Krakow into a fortress
city in order to defend it against another partitioner of the
Polish land - the Russian Empire. Nowadays, the majority of
the erected fortifications are forgotten and neglected, some of
them are destroyed and only few are restored and visible.
Some forts are open to the public, others are used for
commercial purposes (e.g. as hotels, seats of private
companies, etc.) and are not available to tourists.
Within the framework of the study, the objects of Fortress
were divided into three categories (Fig.1):
x fortifications, which are most interesting in terms of
their military significance and architectural form
(yellow),
x important fortifications (orange),
x other fortifications (green and red).
Selected objects belong to Defence Perimeters I and V. It
was the sector with the greatest strategic importance in
Krakow Fortress because of its proximity to the Russian
border.
Fig. 1. Location of forts that belong to Defence Perimeters I and V of the
Krakow Fortress
III. DATA
All available data, which might be interesting for 3/4 D
presentation were implemented. For the selected objects
archival data are collected, mainly historical plans, maps,
photographs, etc. The spatial data: topographic maps,
orthophotomaps (Fig.2), Digital Terrain Models (DTM) and
Digital Surface Model (DSM) were obtained from the Main
Office of Geodesy and Cartography in Poland [20]. New
records were obtained in years 2016 and 2017 using
Terrestrial Laser Scanning (TLS): Z+F IMAGER® 5010C, 3D
Laser scanner.
a) b)
c) d)
e) f)
g) h)
i) j)
Fig. 2. Examples of current and archival data used in the process of
modelling objects of the Krakow Fortress: a, b - archival maps (Fort
Batowice, Fort Łysa Góra), c,d,f - archival plans (Fort Bastion III, Fort
Kościuszko), f - archival aerial photo (Fort Kościuszko), g - archival drawing
(Fort Sudoł), h - current picture (Fort Sudoł), i - actual orthophotomap (Fort
Kościuszko), j - topographic map (Fort Kościuszko).
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TABLE I. THE TYPE OF DATA SOURCE USED TO BUILD A 4/3D
DATABASE FOR SELECTED FORTS
Name of fort
Archival
data
TLS
ALS
UAV
Cartographic
data
Kościuszko
+
+
+
+
+
Batowice
+
+
+
+
+
Węgrzce
+
+
+
+
+
Marszowiec
+
-
+
-
+
Bastion III
+
+
+
-
+
Łysa Góra
+
-
+
-
+
Sudoł
+
-
+
-
+
Resolution range of the scanner is 0.1 mm, and the scans
were performed with the extremely high angle resolution of
100,000 pixels/360 H&V that takes 81 min (normal quality)
and 162 min (high quality). Additionally, Laser Scanners Faro
Focus 3D and Leica ScanStation C10 were used.
Unmanned Aerial Vehicle (UAV) measurements were
performed using a Phantom 3 Professional DJI quadrocopter
with a FC300X (FOV f/2.8 94° 20mm) camera. 4K video at
up to 30 frames per second, and capturing 12 megapixel
photos were accomplished.
IV. METHODS
Starting from archival plans and maps, historical 3D
models were prepared in CAD software (3Dmax studio) on the
basis of the scanned plans with the assistance of a specialist,
experienced in the Krakow Fortress history. All elements were
set on an appropriate spatial distribution of calibrated plans so
that the obtained models would constitute metric objects.
Processing of the cloudpoints obtained from the TLS was
performed using Z+F Laser Control V8.8.0 specialist
software, and Faro Scene.
UAV collected data were automatically processed with the
AgisoftPhotoscan software (Fig.3).
V. RESULTS
Based on the completed measurements (TLS, UAV) and
analysis of acquired cartographic data and archival materials,
3D/4D models of selected objects within Defence Perimeters I
and V of the Krakow Fortress were obtained (Table II).
TABLE II. 3/4D MODELS OBTAINED WITH DIFFERENT TECHNIQUES FOR
SELECTED FORTS
Name of object
CAD
TLS
ALS
UAV
Kościuszko
+
+
+
+
Batowice
+
+
+
+
Węgrzce
+
+
+
+
Bastion III
+
+
+
-
Marszowiec
+
-
+
-
ŁysaGóra
+
-
+
-
Sudoł
+
-
+
-
In the case of three of the above-referenced objects, i.e..
Kościuszko, Batowice, and Węgrzce, all techniques of
constructing 3D models were utilized. As regards Fort Bastion
III, all data sets were utilized except for UAV data (scheduled
to be obtained in near future). In the case of Marszowiec, Łysa
Góra, and Sudoł forts, their 3D models were obtained from
aerial laser scanning data and text descriptions. The 3D
models that had been obtained constituted an accurate
reconstruction of the given object's condition as shown in on-
grade photos, plans and profiles (condition right before or
after the construction of the facility). Three-dimensional,
metric bodies created in CAD software have been covered
with textures. Textures were produced separately for particular
elements of forts. This, however, proved to be an impediment
due to problems with obtaining materials for texturing
(archival black and white photos are not fit to be used for
texture collection).
For the Fort Sudoł, the model presents the condition of the
structure as recorded on plans, and its present-day condition
without its spatial part, which has been destroyed (marked red
in the drawing) (Fig.4).
Fig. 3. Diagram of data processing, modelling, and integration [19]
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a) b)
Fig. 4. Fort Sudoł: a) condition of the object as recorded on archival plans,
and b) present-day condition of the object without the destroyed spatial
structure (in red).
a)
b)
Fig. 5. Fort Kościuszko: a) the area covered with TLS measurement (green),
b) well preserved and restored parts of the fort (red).
In the case of the Fort Kościuszko, TLS measurement of
the west part of the fort was accomplished (highlighted in
green on the Fig. 5). To date, that part was inaccessible due to
dense thickets and bushes. Some fragments of walls and
caponieres have been buried in the ground. The measurement
results that have been obtained, and a 3D model prepared
based on them (a fragment of the bastion and caponieres)
make it possible to precisely determine how deep below the
ground the bottom parts of masonry slopes of bastions and
caponieres are set. (Fig. 5). The 3D model presents the current
condition of the facility and provides a very good
documentation in view of the contemplated excavation works
and the resulting, irreversible changes in the area. Moreover, a
3D model has been produced for Fort Kosciuszko on the basis
of images obtained using the UAV method (Fig.6).
a) b)
c)
Fig. 6. 3D model for Fort Kościuszko produced on the basis of: a) archival
data (CAD model), b) LIDAR, c) UAV.
VI. CONCLUSION
The 4D database was produced thanks to collected multi-
temporal data and experts' knowledge in order to produce 3D
models for the selected cultural heritage defence objects. The
data set can be used both for forecasting, and analysing
changes in facilities under consideration that have already
occurred, and which have been caused by man's activities or
changes which have emerged as a result of natural
phenomena. The 3D models that had been obtained constituted
an accurate reconstruction of the given object's condition as
shown in on-grade photos, plans and profiles (condition right
before or after the construction of the facility). The results
make it possible to presents the current condition of the
facility and provides a very good documentation.
The next stage of research is to prepare 4D data for
publication on websites and creating a geoportal, where
available 3D/4D data will be integrated and properly
visualized. Further research is planned to test different IT
solutions for the provision of 4D data over the Internet using
both commercial technology (ArcGIS, ArcGIS Server,
ArcGIS Web APIs, Hexangon Geospatial) and free solutions
(Postgres, PostGIS, geoserver). Integrated web maps and 4D
models are planned to be available in web browsers, mobile
devices, and desktop map viewers. Preliminary studies
indicate that the problem will arise when simplifying the
geometry of 3D models and texturing them.
Acknowledgment
The authors wish to acknowledge the support of the
European Union Joint Programming Initiative on Cultural
Heritage (JPICH), through national research authorities: Polish
Ministry of Culture and National Heritage, Ministero
dell'Istruzione, dell'Università e della Ricerca (MIUR, Italy),
Arts and Humanities Research Council (AHRC, UK),Ministry
of Economy, Industry and Competitiveness (MEC, Spain).The
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authors also wish to thank Ph. D Krzysztof Wielgus (Faculty
of Architecture of the Cracow University of Technology) for
the significant support.
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