Igloo Village Zermatt

The Chair of Geosensors and Engineering Geodesy of the ETH Zürich was involved in using terrestrial laser scanning (TLS) to monitor the largest igloo ever built, in the Iglu-Dorf Zermatt. This structure deforms really quickly when compared to classical buildings because of the melting and compaction of the snow bricks. Since the rate of deformation is expected to decrease in time, the TLS measurements are performed with a progressively reducing frequency.

Measurements of the geometrical properties of the igloo were performed in 5 epochs spanning different seasons indicative of extremal kinematic behavior. As a measuring device, the compact Faro Focus3D X330 (see figure 1) has been chosen. In order to correctly geo-locate the acquired point clouds, three points placed outside the igloo in locations which are visible from the scanner are also surveyed with GNSS techniques.

Before the dismounting of the internal scaffolding, 20 artificial targets (see figure 2) have been placed in the igloo dome. The purpose of the installation of these plastic discs is the tracking of some features of the igloo across the various epochs. Moreover, they allowed to investigate the temporal changes of reflectivity of the snow surface having a reference whose material properties are constant in time.

The companies BSF Swissphoto and Planax designed and installed a GNSS system monitoring the pointwise vertical displacements of the top of the dome - live results were visible and, purely for entertainment, betting on deformation rates was possible in realtime. You can also find additional information about the igloo village in general and steps leading to the world record on external pagehttp://www.iglu-dorf.com/events/weltrekord/.

 

Enlarged view: laser scanner and two reference points outside the igloo
Figure 1: the laser scanner and two reference points outside the igloo
Enlarged view: Top view of the vertical displacements field between the 23rd of January at 18:54 and the 1st of February at 11:02 (time span: 208h 8’).
Figure 3:  Top view of the vertical displacements field between the 23rd of January at 18:54 and the 1st of February at 11:02 (time span: 208h 8’). The vertical displacements recorded in five points is also shown.
Enlarged view: large plastic target drilled into the bricks of artificial packed snow
Figure 2: large plastic target drilled into the bricks of artificial packed snow, Ø 120 mm
Enlarged view: Isometric view of the vertical displacements field between the 23rd of January at 18:54 and the 1st of February at 11:02 (time span: 208h 8’)
Figure 4:  Isometric view of the vertical displacements field between the 23rd of January at 18:54 and the 1st of February at 11:02 (time span: 208h 8’), the color scale is consistent with figure 3.

Contact

Prof. Dr. Andreas Wieser
Full Professor at the Department of Civil, Environmental and Geomatic Engineering
  • HIL D 47.2
  • +41 44 633 05 55
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Geosensorik und Ingenieurgeodäsie
Stefano-Franscini-Platz 5
8093 Zürich
Switzerland

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