 
        
          
            Geotechnical News •   June 2017
          
        
        
          
            
              23
            
          
        
        
          
            GEOHAZARDS
          
        
        
          
            Figure 3. SfM-derived 3D view of Mt Meager before the 2010 collapse. Frac-
          
        
        
          
            tures are evidenced: they indicate active deformation of the slope prior the
          
        
        
          
            collapse. Modified from (Delcamp et al., 2016).
          
        
        
          
            
              Georeferencing and cartography
            
          
        
        
          
            
              accuracy
            
          
        
        
          The standard procedure in georefer-
        
        
          encing digital geospatial data is to
        
        
          use coordinates from a source with
        
        
          higher accuracy. Commonly, GCP
        
        
          coordinates are measured in the field
        
        
          during a differential GNSS survey. In
        
        
          our case, it was not feasible to acquire
        
        
          GNSS points in the field and the coor-
        
        
          dinates used for georeferencing the
        
        
          SfM models were retrieved from the
        
        
          available Canada imagery and DEMs.
        
        
          The accuracy of the coordinates used
        
        
          (10 m planimetric and 18.3 m verti-
        
        
          cal) in the georeferencing process
        
        
          was lower than the potential accuracy
        
        
          of the SfM products (0.8 cm for the
        
        
          deposit images and 0.5 m -1 m for the
        
        
          historic photos). The pixel precision
        
        
          of the models depends on the photo
        
        
          quality, the original images pixel size
        
        
          and the matching algorithm. The final
        
        
          cartographic accuracy depends on the
        
        
          geographic/cartographic coordinate
        
        
          source used in the georeferencing
        
        
          process. During georeferencing other
        
        
          errors might be introduced when
        
        
          GCPs have lower accuracy than the
        
        
          three-dimensional matching. When
        
        
          the GCPs have higher accuracy than
        
        
          the bundle adjustment, they might
        
        
          improve the model quality.  When
        
        
          GCPs are lacking and/or they are not
        
        
          reliable, the models might be just
        
        
          scaled for relative volume and area
        
        
          calculations.
        
        
          The ability of SfM to build three-
        
        
          dimensional geometries with relative
        
        
          object coordinates gives the user the
        
        
          opportunity of making quick maps
        
        
          that do not necessarily require GCP
        
        
          surveys. Observations can be done in
        
        
          relatively-scaled object-coordinates
        
        
          without ground control. Careful evalu-
        
        
          ation of the models is nevertheless
        
        
          required, especially when GCPs are
        
        
          not used, to reduce erroneous recon-
        
        
          structed areas and wrongly projected
        
        
          points.
        
        
          
            Summary
          
        
        
          Structure from Motion (SfM) is a
        
        
          versatile photogrammetric tool that
        
        
          allows for rapid and high quality
        
        
          cartographic production. SfM can
        
        
          reconstruct the three-dimensional
        
        
          geometry of objects and surfaces in
        
        
          relative coordinates without the need
        
        
          for camera calibration parameters,
        
        
          or GCPs. Geometries and camera
        
        
          parameters can be retrieved during
        
        
          bundle adjustments from the redun-
        
        
          dancy of images. SfM can process
        
        
          newly acquired overlapping images
        
        
          as well as digitized historical vertical
        
        
          aerial photos. Measurements can be
        
        
          done with geographic coordinates or
        
        
          relative object coordinates without
        
        
          the need for precise GCPs. SfM is
        
        
          becoming a mature technology and a
        
        
          standard tool for geoscience and can
        
        
          be effectively applied to the study
        
        
          of historic landslides deformation to
        
        
          document ongoing motion or to map
        
        
          freshly emplaced deposits.
        
        
          The use of SfM in the detailed study
        
        
          of the 2010 Mt Meager landslide
        
        
          deposit, allowed a precise volume
        
        
          calculation and documentation of
        
        
          the slow deformation preceding the
        
        
          collapse. The 2010 Mt Meager land-
        
        
          slide separated into a water-rich and
        
        
          a water-poor rheology phases with
        
        
          different run-out, characteristics and
        
        
          deposits. The slope prior the collapse
        
        
          was actively deforming and a glacier
        
        
          below the flank was retreating.
        
        
          
            References
          
        
        
          Delcamp, A., Roberti, G., van Wyk de
        
        
          Vries, B., 2016. Water in volca-
        
        
          noes: evolution, storage and rapid
        
        
          release during landslides. Bull.
        
        
          Volcanol. 78, 87. doi:10.1007/
        
        
          s00445-016-1082-8
        
        
          Guthrie, R.H., Friele, P., Allstadt, K.,
        
        
          Roberts, N., Evans, S.G., Delaney,
        
        
          K.B., Roche, D., Clague, J.J.,
        
        
          2012. The 6 August 2010 Mount
        
        
          Meager rock slide-debris flow ,
        
        
          Coast Mountains , British Colum-
        
        
          bia : characteristics , dynamics ,
        
        
          and implications for hazard and
        
        
          risk assessment 1–18. doi:10.5194/
        
        
          nhess-12-1-2012
        
        
          Roberti, G., Friele, P., van Wyk de
        
        
          Vries, B., Ward, B., Clague,
        
        
          J.J., Perotti, L., Giardino, M.,
        
        
          2017. Rheological evolution of
        
        
          the Mount Meager 2010 debris
        
        
          avalanche, southwestern Brit-
        
        
          ish Columbia. Geosphere 13,
        
        
          GES01389.1. doi:10.1130/
        
        
          GES01389.1
        
        
          Roberti, G., Ward, B., van Wyk de
        
        
          Vries, B., Friele, P.A., Perotti,
        
        
          L., Clague, J.J., Giardino, M., in
        
        
          press. Precursor slope distress
        
        
          leading up to the 2010 Mount