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Figure 5.3. Global geodetic datum


                        Geodetic datum types include horizontal, vertical datums.
                        The  Horizontal  Datum  define  the  relationship  between  the
                  physical  Earth  and  horizontal  coordinates  such  as  latitude  and

                  longitude. To create a horizontal datum, surveyors marked each of the
                  positions  they  had  identified,  typically  with  a  brass,  bronze,  or
                  aluminum  disk  (referred  to  as  a  monument).  These  markers  were
                  placed so that surveyors could see one marked position from another.

                  To maximize the line-of-sight between monuments, they were usually
                  set on mountain tops or at high elevations. When monuments were set
                  on flat land, towers were built above them to aid surveyors in locating

                  them.
                        To "connect" the horizontal monuments into a unified network, or
                  datum,  surveyors  have  used  a  variety  of  methods,  including
                  triangulation. As technology has improved, surveyors now rely almost

                  exclusively  on  the  Global  Positioning  System  (GPS)  to  identify
                  locations on the Earth and incorporate them into existing datums. One

                  application of the horizontal datum is monitoring the movement of the
                  Earth's crust.
                        The  Vertical  Datum  is  a  collection  of  specific  points  on  the
                  Earth with known heights either above or below the mean sea level.

                  Near coastal areas, the mean sea level is determined with a tide gauge.
                  In areas far away from the shore, the mean sea level is determined by
                  the shape of the geoid.

                        Similar to the survey markers used to identify known positions in
                  the horizontal datum, round brass plates mark positions in the vertical
                  datum. The traditional method for setting these vertical benchmarks is
                  called differential leveling. This method uses a known elevation at one


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