GIS-Based Mapping of Archaeological Sites with
Low-Altitude Aerial Photography and Structure from
Motion: a Case Study from Southern Jordan
Matthew D. Howland, Brady Liss, Mohammad Najjar, and Thomas E. Levy
Levantine and Cyber-Archaeology Laboratory
Department of Anthropology, University of California, San Diego
La Jolla, USA
mdh5169@gmail.com
Abstract—Structure from Motion (SfM) is one of the trendiest
techniques in archaeology today. Archaeologists across the world
are increasingly applying techniques of digital photogrammetry
to record archaeological sites in three-dimensions, often for the
sake of documenting active excavations or for acquiring a new
perspective on sites. This paper describes one such recording
campaign, conducted as part of the Edom Lowlands Regional
Archaeology Project (ELRAP) in southern Jordan, under the
direction of T.E. Levy and M. Najjar. ELRAP team members
recorded the Iron Age copper production site of Khirbat al-
Jariya with low-altitude balloon photography for the purpose of
SfM modeling and production of 2D GIS data. This data served
as an excellent basis for comprehensive site mapping,
substantially improving on the results of previous, traditionally-
conducted mapping efforts. We suggest that aerial SfM-based
mapping approaches are the best method currently available for
exhaustive site mapping.
Index Terms—archaeology, Structure from Motion, aerial
photography, mapping, Jordan.
I. INTRODUCTION
Archaeologists are increasingly interested in applying 3D
documentation technology as these approaches become
progressively more cost-effective and efficient. Structure from
Motion (SfM) — essentially digital photogrammetry —
exemplifies this trend. In recent years, scholars have applied
SfM recording to sites both terrestrially [1] and aerially, from
platforms including UAVs [2], [3], [4], kites [5], and balloons
[6], or a combination of methods [7], [8], [9], [10], [11]. The
use of SfM, and especially its combination with low-altitude
aerial photography (LAAP) has skyrocketed over the past
decade. This is likely because this combined approach is
(relatively) cheap, extremely time efficient with regards to field
recording, and effective at producing useful outputs [12]. The
final products of SfM modeling can take both two- and three-
dimensional form. The 3D model itself can be useful for
documentation or presentation purposes, while 2D, spatially
referenced outputs can be useful for efforts toward digitization
of archaeological features. These datasets provide a new way
of approaching the classic archaeological problem of spatially
recording features and finds uncovered through the course of
excavation. The case study detailed below will evaluate the
utility of LAAP and SfM combined methods applied to
renewed 2014 excavations at the Iron Age (ca. 1200-586 BCE)
copper production site of Khirbat al-Jariya, in southern
Jordan’s Faynan region. These excavations were conducted by
the Edom Lowlands Regional Archaeology Project (ELRAP),
under the direction of T.E. Levy and M. Najjar.
II. MATERIALS AND METHODS
The ELRAP LAAP platform consisted of a Kingfisher™
Aerostat K9U balloon (Cost: $1,800, Net Lift: ca. 6kg) with a
custom-built camera frame which is, in turn, tethered to a reel
carried by an operator by 800 lb strength line. Attached to the
frame was a Canon EOS 50D DSLR equipped with an 18mm
lens. The balloon was inflated with helium at the beginning of
the excavation season and remained blown-up and tied down
and under guard throughout the campaign. The frame and
camera are easily-detachable and are kept separately.
On site, the LAAP system is used to photograph excavation
units on a daily basis, as well as for the acquisition of sitewide
data. The recording strategy applied by the ELRAP team for
each of these scales is fundamentally identical, with the
exceptions of the elevation at which the balloon is flown at and
the number of photographs per model. For photographing
excavation units, the balloon is typically flown at an elevation
of approximately 5-15 m, whereas an elevation of 75-150 m is
more appropriate for sitewide scale. All SfM-oriented
photography conducted with the balloon is performed in
transects, with an ideal overlap of 50% or greater between
adjacent images on and between transects. The camera, which
in all cases points directly down, is triggered by an
intervalometer set at a time between 3 and 60 seconds. This
photography strategy is ideal for the creation of SfM models —
which require substantial overlap between images — and for
the eventual development of GIS-compatible data, for which a
top-down perspective is best. A model of an excavation unit
normally consists of between 50 and 100 images, while a
sitewide model will have from 300-600 or more. All images
are recorded in RAW format and later exported to Tiff format,
in order to minimize compression.
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