Page 381 - Caldera Volcanism Analysis, Modelling and Response
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356                                                         Thomas R. Walter


          Various model geometries were considered, and tests were conducted for reservoir
          radii of 5 and 10 km, yielding very similar results. For spherical chambers, a radius
          of 5 km was used, while for elliptical chambers, 10   5 km was chosen. These
          diameters agree with most known calderas (Newhall and Dzurisin, 1988). The
          depth chosen for the chambers was 10 km to the reservoir center, thus between
          5 and 7.5 km to the reservoir roof. Although realistic loading conditions and
          geometries were applied for all models, the results are used mainly in a qualitative
          way. The main goal of these model simulations is to emphasize the geometric
          complexities of ring-dikes at various caldera systems.




               3. Results

               Three main sets of results are distinguished. First, deformation around a
          depressurized magma chamber is described together with how local structures can
          affect deformation. Second, the amount a ring-fault surrounding the depressurized
          magma chamber opens is described in order to examine the potential locations of
          dike intrusions. Third, models are designed to exemplify how processes external to
          the caldera, such as an earthquake or intrusion, can affect the location of a ring-dike
          intrusion. The results are shown in map view, cross-section, and side views as
          displacement vectors and contour plots. A coordinate system is indicated in each of
          the figures for orientation; x–y is used for the horizontal plane and z denotes the
          vertical direction, so a view in the x–z plane is a side view.



          3.1. Deformation around a depressurized magma chamber
          3.1.1. Deflating spherical magma chamber
          First, a simple scenario with a deflating magma chamber embedded in a uniform
          elastic material is considered. The magma chamber is spherical, with a radius
          r ¼ 5 km, located at a depth d ¼ 10 km below the surface (i.e. the depth of the roof
          of the chamber is 5 km). The magma chamber is subjected to a pressure drop of
          10 MPa; this is the only type of loading in these models. The model setup is shown
          in Figure 2A, and results are shown in map view (Figure 2B) and along a cross-
          section west to east (x–xu, Figure 2C, D). The horizontal displacement field, shown
          by displacement vectors, indicates movement of the material towards the deflating
          source. Contours in Figure 2B indicate the amount of vertical displacement (U z ),
          which is negative and thus defines subsidence. The cross-sections indicate the
          horizontal displacement field (U x , Figure 2C), showing that the material on the
          west side of the chamber is displaced to the east, while the material on the east of
          the chamber is displaced to the west (Figure 2D). At the surface, the maximum
          horizontal displacement occurs at a slightly eccentric location above the edge of the
          chamber. The vertical displacement field (U z ) shows that the material above the
          chamber sinks downward (Figure 2D); maximum subsidence occurs in a bell-
          shaped area just above the magma chamber. Below the chamber, a slight upward
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