Page 6 - i1052-5173-31-9
P. 6

dramatic M  6.5 earthquake that struck the   2 represent the two points whose distance
                  W
         area on 30 Oct. 2016 (e.g., Chiaraluce et al.,   was manually measured in the field. Point 3
         2017), offering the opportunity to study this   and Point 4 were instead picked along one
         “fresh” portion of the fault surface (the   edge of the digitized compass holder (CH;
         white ribbon shown over the bottom of the   Fig. 2C). These are used to retrieve the
         fault surface in Fig. 2A).          trend of the CH strike, here coinciding with
                                             the strike of the fault plane. The rotational
         Pre-Acquisition Setup               transformation is the most critical aspect of
          Image acquisition was carried out on 30   model registration for many geoscience
         Oct. 2020, between 12:46 p.m. and 1:01 p.m.,   applications (e.g., discontinuity, bedding
         using a dual-frequency GNSS-equipped   plane, or geobody orientation analysis). Our
         smartphone (Xiaomi 9T pro), hand-held   survey carries different assumptions for the
         gimbal, compass holder, compass-clinome-  orientation of photographs: the short axis of
         ter, and metric tape measure (see Fig. 1). In   the photo (θ in Fig. 2C) is pointing upward;
         the field (Fig. 2B), the compass holder was   the view direction (ξ in Fig. 2C) is gently
         placed within the scene using a detachable   plunging  and  at  a  high  angle  to  the  fault
         sticky pad with its edge approximately hori-  plane; the long axis of the photo (ρ in Fig.
         zontal in relation to the Earth frame, and its   2C) is lying horizontal, due to gimbal stabi-
         trend (CH strike in Fig. 2C) measured using   lization. The goal is to use the stabilized
         a Brunton TruArc 20 compass. The metric   direction of the long axis of photos to regis-
         tape was used to measure the distance   ter the vertical axis and the markers placed
         between two arbitrary features that  later   on the CH (defining the CH strike) to reori-
         must be identified in the 3D model to pro-  ent the model around this vertical axis. This
         vide  its  scaling  factor. Both  the  compass   is done after exporting from Metashape the
         and the metric measuring tape were removed   cameras’  extrinsic  parameters  using  the
         before scene acquisition.           N-View Match (*.nvm) file format. The
                                             exported  data  include  θ,  ξ,  and  ρ  vectors
         Image Acquisition                   expressed in the arbitrary reference frame.
          We produced two digital models of the   Then, we exported the markers in *.txt for-
         fault using different approaches. The first   mat, which saves the estimated position of
         model (from here on referred to as the Photo   markers in the arbitrary reference frame.
         Model) was generated using 200 photos   These files are imported in OpenPlot, where
         (4000  × 2250 pixels and 4.77 mm focal   the photos’ directions and the CH strike are
         length).  The  second  model  (from  here  on   computed and graphed in a stereoplot (Plot
         referred to as the Video Model) was built   1 in Fig. 3). For both Photo and Video mod-
         using 528 photos (3840 × 2160 pixels and   els, the ρ direction is clustered along a great
         4.77 mm focal length) extracted using VLC   circle, which, thanks to the gimbal, repre-
         software from a 257-second-long video file   sents the horizontal plane in the real-world
         (i.e., 2.6 frames per second). Both acquisi-  frame. For each model, the entire data set
         tions were carried out using the smartphone   (i.e., the three directions of photos and the
         mounted on a  DJI OM4 gimbal, at  a  dis-  four markers) are rotated to set the ρ great
         tance of ~30 cm from the fault plane. To   circle horizontal (Plot 2 in Fig. 3). Notice
         include images oblique to the fault plane,   that the rotation axis is univocally defined,
         required to mitigate doming of the recon-  being coincident to the strike of the best-fit
         structed scene (James and Robson, 2014;   plane. The amount of rotation instead can
         Tavani et al., 2019), the view direction was   be either the dip of the plane or 180° + dip.   Figure 3. Lower hemisphere stereographic pro-
                                                                                jection (stereonet) of the camera vectors for both
         repeatedly changed within an ~60° wide   The correct placement of the view direction   the Photo and Video models, after model building
         cone.  Nevertheless,  avoiding operator-  (ξ) means that the selection between these   (Plot 1), and after horizontalization of the ρ-vector
         induced shadows into the scene meant that   two options by the user is trivial. The result-  great-circle envelope (Plot 2). In essence, after
                                                                                this rotation, the vertical axis is paralleled to the
         the main acquisition was sub-perpendicular   ing trend  of  the  CH  strike is  N211°  and   true vertical, but the azimuth is yet randomly ori-
         to the strike of the fault, being ~ENE.  N105° for the Photo and Video models,   ented. (Plot 3) Stereonet of the camera vectors
                                                                                after rotation around the vertical axis. (Plot 4)
                                             respectively. A rotation about the vertical   Rose diagram showing the distribution of the ρ
         Image Processing and Model          axis (57° counterclockwise for the Photo   vectors in both models. CH—compass holder.
         Registration                        Model and 49° clockwise for the Video
          Images were processed in Agisoft Meta-   Model) was applied to the entire data set to   Point 2 and were eventually fully georefer-
         shape (version 1.6.2), resulting in two unreg-  match the CH strike to its measured value,   enced using the measured position of
         istered dense point clouds (Fig. 2C). Four   i.e., N154° (Plot 3 in Fig. 3). The twice-   Point 1. These two steps are achieved during
         specific markers were manually added in   rotated markers were then scaled using the   the export stage from OpenPlot, which com-
         Metashape. In Figure 2C, Point 1 and Point   measured distance between Point 1 and   piles a *.txt file containing the correctly

         6  GSA Today  |  September 2021
   1   2   3   4   5   6   7   8   9   10   11