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atmospheric pressure and tidal effects. But current is also present in the subsurface

               and seafloor region.

                   In  the  early  years  of  offshore  development,  the  common  belief  was  that

               currents are confined to the upper waters of the ocean and practically no current

               exists  below  a  water  depth  of  about  1000  m.  In  recent  days,  however,  it  is

               recognised that a number of classes of currents exist in the deep waters, and some

               are known to extend to large depths. Improved definition and knowledge of these

               currents  and  their  sources  will  lead  to  an  improved  design  criteria  for  offshore

               structures extending in ultra-deep water. Examples of these classes of currents are

               tropical cyclones such as hurricanes, extratropical cyclones, and cold air outbreaks

               and  currents  arising  from  major  surface  circulation  features.  The  most  common

               categories of current are:


                   wind-generated currents,
                   tidal currents (associated with astronomical tides).


                   circulational currents (associated with oceanic circulation patterns),
                   loop and eddy currents, and


                   soliton currents.
                   In  most  cases  current  is  turbulent,  but  is  generally  approximated  by  the


               corresponding mean flow. In the design of offshore structures, it is customary to

               consider current as time invariant. For the design value, a 100 yr current is often

               chosen. The environmental conditions in design are obtained from the site-specific

               data. Therefore, it is difficult to be too specific in terms of the magnitude of current

               in  offshore  locations.  However,  some  order  of  magnitudes  of  different  types  of

               current prevalent in the open oceans may be cited.

                   A  surface  current  speed  with  a  10-year  return  period  should  be  used  in  the

               offshore structure design, based on the marginal distribution of current speeds at

               the  location.  In  certain  geographical  areas,  current  loads  can  be  the  governing

               design  loads.  In  areas  where  the  current  speed  is  high,  and  the  sea  states  are

               represented with small wave heights, e.g. West Africa, an environmental condition
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