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Figure  14-1.-Common  types  of  bench  mark  construction and application.
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Other Datums

set  on  high  ground  and  are  tied  to  the  tide station near the water surface. Tide  stations  are  classified  as  primary  and secondary. Primary stations require observations for periods of 19 yr or more to derive basic tidal data   for   a   locality.   Secondary   stations   are operated over a limited period (usually less than 1 yr) and for a specific purpose, such as checking elevations.  The  secondary  station  observations  are always  compared  to,  and  computed  from,  data obtained  by  primary  stations. A tide station is set up, and observations are made for a period that is determined by a desired accuracy. These observations are compared with a primary tide station in the area and, then, are furnished with a mean value of sea level in the area. A closed loop of spirit levels is run from the tide station over the tidal BMs and is tied back to the tide station. The accuracy of this level line must be the same as or higher than the accuracy required  for  the  BMs. For permanency, tidal BMs usually are set in sets of three and away from the shoreline where natural  activity  or  future  construction  probably will  not  disturb  or  destroy  them. DATUM Tidal datums are specific tide levels that are used   as   surfaces   of   reference   for   depth measurements   in   the   sea   and   as   a   base   for determining   elevations   on   land.   In   leveling operations,  the  tidal  datum  most  commonly used is the MEAN SEA LEVEL. Other datums, such as mean low water, mean lower low water, mean high water, and mean higher high water, are sometimes used, depending upon the purpose of the survey. Still other datums have been used in  foreign  countries.  When  conducting  leveling operations  overseas,  you  should  check  into  this matter  carefully  to  avoid  mistakes. Mean Sea Level Mean  sea  level  (MSL)  is  defined  as  the average   height   of   the   sea   for   all   stages   of the   tide   after   long   periods   of   observations. It  is  obtained  by  averaging  the  hourly  heights as  they  are  tabulated  on  a  form  similar  to  that Figure 14-2.-Ways of using spikes as bench marks. 14-3

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