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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXVIII-1/C22, 2011 ISPRS Zurich 2011 Workshop, 14-16 September 2011, Zurich, Switzerland Christian Seitz and Holger Altenbach Interdisciplinary Center for Scientific Computing Institute for Pre- and Protohistoric Archaeology Heidelberg University Im Neuenheimer Feld 368, 69120 Heidelberg [email protected], [email protected] http://www.archeye.de KEY WORDS: UAVs, Archaeology, Documentation, Photogrammetry, Flight planning ABSTRACT: In archaeological research the exploration of archaeological monuments from the air has a long tradition and thus can be seen as a necessary component. At this point our project ‘ArchEye’ steps in as a cheap and flexible method and also as a new way to document different archaeological areas and objects without using manned aircrafts. 1 INTRODUCTION After some time of developing, testing and setbacks, we were able to create our first achievements with this method in Febru- A complete overview map of an archaeological excavation site ary 2010. Since then we advanced by using better cameras and is a valuable tool for planning reconstruction work, cataloguing therefore improved our results. findings, and determining areas of risk. However, most projects don’t have the financial funds or the local authorization to employ 2 ARCHAEOLOGY aerial observation techniques (plane or satellite) to create such maps. When we started our project, we were two students of archaeol- In the project ArchEye we use a mechanical semi-autonomous ogy having a minor field of study in computer science and search- ing for a practical in computer science. We did not know which quadrocopter equipped with a digital camera. There are two main tasks at the moment: way to go, but we wanted to do something that should connect the archaeological work with the computer science. We compile overview and detail maps by combining (stitching together) several individual digital photographs. By covering the In our department the Late-Bronze-Age of the palace of Tiryns in complete site with a set of overlapping photos, deskewing and Greece is a main field of research by Prof. J. Maran. There is an stitching them together, maps of high resolution and quality can aerial photo hanging in the corridor of the department, showing be produced in a short time without being in need for a manned the whole palace of Tiryns. One can clearly see, it was made by plane flight. a blimp or balloon, because you can see the line holding it. This The second task is using the quadrocopter to create a three-di- picture made us think about a way to use the advanced technology mensional model out of a set of photos, taken all around an ob- to improve this technique. Photos like these are not only valuable ject of interest, like remains of walls, strongholds, buildings and for an overview of an area, but also to record the features during so on. This model can be processed in different ways and for the various levels and different plana of archaeological excavation different archaeological tasks. work. The project tests a new platform for such autonomous flights and Most archaeological features are recognised as colour changes in determines the practical needs of archaeologists in terms of qual- the soil. Therefore it is very useful to take a photo of them from ity, resolution and global mapping. a higher position, but without the use of a UAV there were only dangerous, expensive or time-consuming methods, like aerial pho- In a first phase, ArchEye uses a low-cost quadrocopter as the tos taken from manned aircraft, climbing a telephone-post and so technical basis for the flight. First experiments with this platform on. But all of these methods do not result in orthogonal projected showed the high potential of the approach as well as the wide photos. variety of further applications that we can tackle. A more pow- erful platform based on a different UAV is planned for further Right from the start we had the possibility to attend the excava- assignments such as aerial survey for photogrammetry of tem- tion in Neuhofen, near Ludwigshafen, Germany (see section 8.1). ple structures, placement of independent sensors to monitor local We also took part at the training excavation of our department at climate changes due to deforestation, and also reconstruction on Hassloch, Rhineland-Palatine, Germany (see section 8.3). excavation sites. This project started as a students practical course in software en- 3 THE QUADROCOPTER gineering at the Interdisciplinary Centre for Scientific Computing (IWR) of Heidelberg University, supervised by Dr. M. Winckler. 3.1 Decision As it seemed very promising, the Heidelberg Graduate School (HGS) and the Methods and Applications Collegium (MAK), all At the beginning we had to decide what kind of aerial vehicle to Heidelberg University, joined in with financial support to pur- take for our purposes. We had some ideas, like model airplanes chase the components for the quadrocopter. and helicopters, blimps or weather balloons. But all of them had 297 International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXVIII-1/C22, 2011 ISPRS Zurich 2011 Workshop, 14-16 September 2011, Zurich, Switzerland reduces the transfer of vibrations to the camera, caused by en- gines and air-screws. The counterbalancing is calculated by the Flight-Ctrl and driven by two servos. The camera can also be tar- geted to a point of interest, not only in orthogonal angle. This is especially important for the three-dimensional documenting of buildings which will be in focus at every altitude and angle. The resulting photos are covering the object from all sides to reduce holes in the model. 3.4 The Drive The engines are developed and manufactured by AHM Brushless, Germany. These outrunner engines produce with the 12” glass- fibre air-screws about 1150 g thrust per motor. This is enough Figure 1: The quadrocopter flying with the camera ready. to lift a bridge-camera for 10 to 15 minutes using a 5000mAh battery. If the battery is empty, only a short stop is necessary to change it and to continue the flight. to be discussed and had their pros and cons. In search for infor- mations about gas-driven model helicopter we found the website of mikrokopter.de and we set this UAV on our competitors list. Soon we recognised that we couldn’t use gas-driven models be- cause in Germany they are not allowed to fly closer than 1,5 km to a city. Model airplanes needed too much space for flying and cannot hover, which makes them interesting only for large areas. A blimp would have been a perfect platform for taking photos, but for the size of camera we wanted to use, the blimp would have to be about three to four meters long. Furthermore it takes a lot of time to get it ready for take-off, and it is very susceptible to wind. All in all it was too large and cumbersome, also the helium was too expensive. Therefore the quadrocopter was getting more and more interesting. The quadrocopters built by the mikrokopter.de project showed us, what huge potential they have. Finally we decided for a quadro- copter. The detailed data of this UAV will be shown in section 3.2. We can fly it even inside of buildings like churches or halls. This UAV can hover on a spot, it is agile and can load about 700g of payload with a flight duration of at least 10 minutes. 3.2 Control unit The control unit is developed and made by mikrokopter.de, a Ger- man project developing micro-controllers and software for multi- copters with a broad community of supporting users. At present it consists of two basic units. The first one, the so called Flight- Ctrl, is for the basic calculation of flying manoeuvres to keep the copter balanced. It has three gyroscopes, one for each ro- tation axis, and a three axes acceleration sensor to measure the position. The second one is for navigation purposes and called Navi-Ctrl. It is highly modular, using additional sensors like a magnetic compass and GPS with antenna. On each plate is work- ing a Atmel ATMEGA Processor, giving the quadrocopter fairly much processing speed for each task. With this equipment, the quadrocopter can fly semi-autonomous along a GPS-based path taking photos. Only take-off and landing are done by the pilot. We can also monitor the flightdata on our notebook and change the flight plan in real-time. 3.3 Frame We are using a carbon-fibre frame developed by powerframe.de (see fig. 1). It is lightweight, robust and provides good mounting of bigger cameras. Below the frame the camera is mounted, cur- Figure 2: The quadrocopter flying in Neuhofen, Germany. rently a Samsung NX-100 with 14 MPx. This mounting is coun- terbalancing the steering movements of the quadrocopter and also 298 International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXVIII-1/C22, 2011 ISPRS Zurich 2011 Workshop, 14-16 September 2011, Zurich, Switzerland 4 WORKFLOW Our workflow is structured in five main steps, each consisting of several substeps: 1. Flight preparation Defining a rectangular area to be recorded, using the coordi- nates of the lower left and the upper right corner in GPS, Lat-Long or UTM coordinates. With the two in the last step defined points, the camera- and lensdata, the altitude or the intended resolution of the resulting data (see section 5), the waypoints are calculated. The calculated waypoints are transferred via a wireless interface to the Navi-Ctrl of the quadrocopter. 2. Flight At this stage of the project, manual starting and landing is necessary. Once in the air, the quadrocopter is switched over to automatic mode to fly to the calculated waypoints, Figure 3: The software. navigated by GPS. At each spot it takes five photos before moving to the next waypoint. After completing the route it returns to the starting point, where the quadrocopter has to be manually landed. 3. Photo processing After the flight, the pictures are transferred to a notebook or a pc, where they are reviewed. The photos are merged (‘stitched’) to a single high resolution photo using the open- source software Hugin. The result has to be reviewed for graphical errors like wrongly aligned single photos, which may appear if not enough controlpoints are found. 4. Deskewing The resulting picture has to be deskewed using measured passpoints to remove distortion caused by the stitching pro- cess. This task is executed either with a GIS or a CAD ap- plication. 5. Documentation and post processing Using these applications, further archaeological tasks are done with these georeferenced photos (see section 6). Using the various unstitched photos, we can also calculate a 3D model out of a set of photos (see section 7) 5 SOFTWARE For the operating at excavations, we created a program for the calculation of a flightpath, depending on the area, camera- and Figure 4: The area (yellow) and the resulting waypoints (yellow lensdata and either by altitude or by intended resolution. Now pins) with the calculated field of view of the camera (red, overlap we can input two GPS-points defining a rectangular area bound- is not displayed) in GoogleEarth ary, and the program calculates a point-based track, considering the necessary overlap of each photo (see fig. 3). The program then returns a file with the waypoints listed, which can directly be used by the control program for the quadrocopter. Additionally excavation-area and on the other hand a detailed view by zoom- the program outputs a KML file to control the waypoints and the ing in if needed. Because the resulting photo is large, it can be camera’s field of view visually in GoogleEarth (see fig. 4). At printed in a large format showing all the details. each point the quadrocopter takes five photos to minimize blur- ring before continuing its flight to the next point. After it visited every waypoint, the quadrocopter returns to the starting point or a manual set coordinate. As mentioned in the workflow, this photo has to be further pro- cessed in order to use it for different archaeological tasks. For challenges like these, we are currently using Quantum-GIS. First 6 PLANAR STITCHING AND GEOREFERENCING of all, it is rectified using visible passpoints. If these are mea- The orthogonal photos taken along the waypoint track are cal- sured, the photo can be directly used in a GIS or a CAD, for culated with 40% overlap to stitch them to a single high-resolu- example to measure features, draw findings. The photo can also tion photo. This task is currently done by the open source soft- be used as mapping for 3D-data like LIDAR scans or for other ware Hugin. The result on one hand gives an overview of the archaeological tasks. 299 International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXVIII-1/C22, 2011 ISPRS Zurich 2011 Workshop, 14-16 September 2011, Zurich, Switzerland 7 WORKING IN THREE DIMENSIONS In September and October 2010 we supported the excavations in Neuhofen near Ludwigshafen, Germany. In the area of the excavation is a wooden roman fort, where the related settlement, In general the 3D data are calculated out of a set of photos. At the the so called vicus, was examined. In the area of the vicus a hall moment we are evaluating different commercial and open source was discovered which we documented in several flights over the software tools like MeshLab. The generated pointcloud can be excavation. The result is a high resolution photo showing, in all processed to a mesh and colourized with the colour of the single details, the postholes of the building and the other features around points at this position. The result is a quite good model and can (see fig. 10), like a collapsed stone building, probably used to dry even show some details. Of course there are a lot of possibilities the harvest. It is our best result and with 6100 by 3700 pixels for further development in this aspect. also the biggest. Here we can show very clearly the power of this method, because you can zoom into this photo to the very details. There are three possibilities using the quadrocopter photos in 3D modelling: It is actually possible to draw the stones of the drying house (see fig. 5). The first is to take the rectified photos to calculate a 3D model. The result provides a good method to differentiate features on a 8.2 Banteay Chhmar, Cambodia planar area like an excavation or field. The second is to combine the aerial photos and the ones taken free-hand with the same camera on the ground, to calculate a complete three-dimensional model of an object or a building. Be- cause using the detached camera of the quadrocopter by foot, the whole data acquisition is simple and very fast. The result- ing model, of course, cannot be compared to models created by a laser- or structured-light scanner, but it is possible to get a three- dimensional impression of the object. This is sufficient for most archaeological problems. The last one is to combine the model calculated by the aerial pho- tos with an incomplete model of a ground-based scanner, like a laser- or structured-light scanner. This helps to fill missing parts or gaps in the model, primarily views from above or other areas difficult to reach. 8 RECENT WORK 8.1 Neuhofen, Germany (Stitching) Figure 6: The Daramsala in Banteay Chhmar, Cambodia. In April 2010 we got the chance to work for the IWR, the Heidel- berg Graduate School and the Global Heritage Fund in the temple complex of Banteay Chhmar, Cambodia. The primary work was to do 3D-scanning with a Breuckmann structured-light scanner. But we also flew the quadrocopter and took an aerial photo of the Daramsala, the ‘House of the guests’ (see fig. 6) and an overview photo of the south-east gallery. We also documented the so called Tower 18, which was in danger of collapsing. The single photos were not taken by the quadrocopter, because of the trees around. In spite of this, we could show the potential of this method. Stitching To get an overview of the so called south-east gallery of the temple, which at that time was reconstructed, we took some photos with a small camera, the Canon Ixus 50 with 5 MPx. The result is a quite good map, stitched out of five photos (see fig. 7) 3D When we visited Cambodia, it was planned to document a tower close to collapse in the temple-area. It was considered to do this in 3D, only by photos from all around the building, Figure 5: Detail of fig. 10 Neuhofen, Germany. while the upper parts and the roof should have been taken by the 300 International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXVIII-1/C22, 2011 ISPRS Zurich 2011 Workshop, 14-16 September 2011, Zurich, Switzerland Keramik culture, a late neolithic culture. We documented two steps of the excavation by overviews and created one 3D-model. Stitching Due to the windy, cold and rainy weather we could not make many flights in Hassloch. We only had two plana where we could fly under difficult conditions. The result is one photo of the area, while the work for the third planum is in progress, see fig. 11. In full resolution, this photo has 9300 by 9200 pixels and was taken with a Samsung NX-100. 3D We also could use the single photos to create a 3D model of the excavation area. Although we were not very confident to get any 3D data, the result shows clearly the advantages using an UAV on an excavation. We could use a colour filter to show the different heights using GigaMesh, a tool created by H. Mara at the IWR. Visualizing the trenches and the different heights of the plana is one of the main advantages (see fig. 9). Figure 7: View of the south-east-gallery in Banteay Chhmar, Cambodia. Figure 9: 3D model of planum three of the excavation at Hass- loch. 9 CONCLUSIONS AND FUTURE WORK With our little project we wanted to explore the possibilities of a UAV for archaeological tasks. After several tests and after some flights we are at a point where we can claim that a UAV could get a standard tool on excavations. Its possibilities to get fast overviews, to document and even to do 3D modelling makes it a universal tool for archaeologists. The next steps are to improve the reliability of our UAV, to in- crease the payload and improve the overall quality of the resulting photos and models. ACKNOWLEDGEMENTS Figure 8: Model of the tower 18, Banteay Chhmar, Cambodia. The authors would like to thank Dr. Michael Winckler (IWR, quadrocopter. Unfortunately the area was full of trees so there HGS) for the initiating support of our project and Prof. Dr. Tho- was no possibility to fly. The results without the overhead view mas Meier, Institut fur ¨ Ur- und Fruhgeschichte, ¨ for his advises in are quite good, anyway. archaeological tasks. We will also do our magister thesis under their supervision. Further we thank the Methods and Applications 8.3 Hassloch, Germany Collegium, which also kindly supported us. The support of Dr. Andrea Zeeb-Lanz, Generaldirektion Kul- In February and March 2011 we took part in the teaching exca- turelles Erbe, Außenstelle Speyer (GDKE) and Prof. Dr. R. Stup- vation of our department in Hassloch, Rhineland-Palatine, under perich, Institut fur ¨ klassische Archaologie, ¨ is important. They direction of the ‘Generaldirektion Kulturelles Erbe, Außenstelle always had and still have good suggestions. Speyer’. The excavation is examining a settlement of the Band- 301 International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXVIII-1/C22, 2011 ISPRS Zurich 2011 Workshop, 14-16 September 2011, Zurich, Switzerland Figure 10: Result of the flights in Neuhofen, Germany. Figure 11: Part of the planum 3, Hassloch, Germany.
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Published: Sep 6, 2012
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