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Volltext : Standard Ground investigations

34

Part  D  -  Minimum  requirements  on  site  investigations

Part  D:  Minimum  Requirements  on  site  investigations  for  cable  routes ­
  for  the  inter-array  network  and  the  power  cables

The  objective  of  geophysical  and  geotechnical  survey  of  cable  route  corridors  is  to  gain
sufficient  information  regarding  the  characteristics  and  the  geology  of  the  seabed  such  that
cables  can  be  installed  in  the  proper  manner.  The  findings  of  such  investigations  are  used  on
the  one  hand  to  optimise  a  planned  cable  route  corridor  whilst  taking  unknown  situations  into
account  whilst  also  establishing  a  suitable  installation  method.  The  findings  must  therefore
make  it  possible  to  determine  the  quality  of  the  seabed  regarding  cable  layering  and  to  calculate ­
  the  expected  installation  depth  for  the  planned  installation  method  (so-called  “Burial
Assessment”)  within  each  part  of  the  cable  route  corridor.
Measurement  of  the  cable  route  corridor  must  cover  the  entire  cable  corridor.  This  applies  to
both  the  horizontal  coverage  as  well  as  the  measurement  of  vertical  sections.  It  is  usually  expedient ­
  to  separate  the  measurement  into  two  independent  exploration  phases  which  are  organised ­
  into  one  measurement  cruise.
The  first  phase  contains  the  geophysical  measurements  so  that  a  linear  insight  and  overview
of  the  measured  area  is  gained.  During  this  first  measurement  cycle,  bathymetric  measurements ­
  shall  be  carried  out  with  a  multi-beam  echosounder  (MBES),  recording  of  the  surface  of
the  sea  bed  shall  be  carried  out  with  SSS  as  well  as  subbottom  profiling  (e.  g.  boomers,  chirp
sonar  pinger,  parametric  echosounder)  for  determining  geological  units  within  the  profile.  It  is
strongly  recommended  to  combine  the  SSS  measurement  with  metal  detection  measurements. ­
  Detailed  requirements  of  the  respective  measuring  principle  can  be  seen  in  Table  10.
The  scope  of  sediment  sampling  or  geotechnical  investigations  is  established  on  the  basis  of
the  assessed  and  interpreted  geophysical  measurement  data.  In  case  of  cable  route  corridor
measurements  previously  carried  out  in  the  EEZ  within  the  North  Sea,  the  median  sampling  or
probing  intervals  were  typically  up  to  4  km  in  geologically  homogeneous  cable  corridor  sections, ­
  but  in  more  geologically  complex  cable  corridor  sections  it  was  typically  0.5  km.  It  may
be  necessary  to  go  under  this  interval  to  clarify  complicated  geological  conditions.
After  assessing  and  interpreting  the  geophysical  test  results,  locations  are  selected  for  the
geotechnical  and  geological  sampling  based  on  the  knowledge  gained,  and  such  locations
should  enable  a  comprehensive  knowledge  of  the  geological  conditions  to  be  gained  along
the  cable  route  corridor  with  regard  to  the  installation  of  cables.  This  covers  the  sampling  of
all  geophysical  units  which  are  identified  and  mapped  on  the  basis  of  the  investigation  findings ­
  with  SSS  or  subbottom  profiling  measurements.  Locations  which  appear  to  make  geological ­
  interpretations  from  geophysical  measurements  more  complicated  should  also  be
sampled.  If  the  geophysical  test  results  show  conspicuous  and/or  unusual  seismic  reflectors
then  it  is  strongly  recommended  that  these  are  investigated  with  geotechnical  methods.  This
is  particularly  so  when  e.  g.  peat,  clay  lenses,  till  etc.  are  expected.  For  sampling  or  geotechnical ­
  examination  of  the  sediments,  vibrocoring  equipment,  piston  and  gravity  corers,  grippers
as  well  as  cone  penetration  testing  (CRT)  can  be  used.  Further  details  regarding  minimum
requirements  can  be  found  in  Table  10.
The  results  of  cable  corridor  measurements  are  illustrated  in  an  independent,  comprehensive
report.  Alongside  a  short  project  description  it  is  important  to  name  the  persons  involved  in
the  project,  describe  the  systems  used  for  gathering  data  as  well  as  illustrate  the  measuring
procedures.  Data  processing  as  well  as  subsequent  assessment  and  interpretation  must  also
be  explained.  Geophysical  and  geotechnical  findings  shall  be  presented  separately  before  a
            
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