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Visualize and interpret the geometry, heterogeneity and lateral ...

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2.3 Sources of errorThere are no known examples of attempts to make a geological model of this size based onhigh – resolution photos in PhotoModeler, meaning that <strong>the</strong> work has been time- consuming<strong>and</strong> that a lot of <strong>the</strong> work has been done by <strong>the</strong> principle learning by doing. This also opensfor several sources of errors <strong>and</strong> <strong>the</strong> most important possible errors will be discussed below.The PhotoModeler-model can contain errors related to poor overlapping of <strong>the</strong> photos. Insome areas <strong>the</strong> difference in angle between <strong>the</strong> oriented photos is too high or too low. Whenthis is <strong>the</strong> case <strong>the</strong> software has some difficulties creating a correct PhotoModeler-model.Ano<strong>the</strong>r problem is pictures disturbed by fog. On <strong>the</strong> eastern side of <strong>the</strong> isl<strong>and</strong>, between JohanHjortfjellet <strong>and</strong> Hopen radio, a lot of <strong>the</strong> photos are taken when <strong>the</strong> fog is covering <strong>the</strong> upperpart of <strong>the</strong> mountain. This leads to problems with observing possible channel features in thatarea.For PhotoModeler to h<strong>and</strong>le a model of this size some of <strong>the</strong> points had to be frozen. Thatmeans that <strong>the</strong> program gave <strong>the</strong>m fixed X, Y <strong>and</strong> Z values. After finishing <strong>the</strong> model aproblem regarding <strong>the</strong> frozen points occurred. Nearly all <strong>the</strong> frozen points had inaccurate X,Y <strong>and</strong> Z values <strong>and</strong> <strong>the</strong> X, Y <strong>and</strong> Z values of <strong>the</strong> points which were not frozen, were given<strong>the</strong>ir X, Y <strong>and</strong> Z values based on <strong>the</strong>se frozen points <strong>and</strong> hence were also inaccurate. So toorient <strong>the</strong> model correctly one needed to construct a model without frozen points. Theproblem was <strong>the</strong>n that <strong>the</strong> model was depending on <strong>the</strong> frozen points, <strong>and</strong> without <strong>the</strong>se points<strong>the</strong> program crashed. A possible solution to <strong>the</strong> problem was to divide <strong>the</strong> model into a fewseparate parts <strong>and</strong> unfreeze <strong>the</strong> points in each of <strong>the</strong>m. By using this method it was possible toget rid of all <strong>the</strong> frozen point in most of <strong>the</strong> areas (Nørstefjellet, Lyngefjellet, JohanHjortfjellet, Kollerfjellet, Werenskioldfjellet, Iversenfjellet <strong>and</strong> eastern side of Blåfjellet).With help of GPS coordinates <strong>and</strong> constrains, <strong>the</strong> points got <strong>the</strong> right X, Y <strong>and</strong> Z coordinates.The two remaining areas (Småhumpane <strong>and</strong> Blåfjellet west) still have frozen points, <strong>and</strong> <strong>the</strong>reare <strong>the</strong>refore still problems regarding correct coordinates. This can be a source of error whenit comes to thickness <strong>and</strong> width measurements, as well as comparing cross-sections of <strong>the</strong>channels on both sides of <strong>the</strong> isl<strong>and</strong>.17

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