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GEODETIC METHODOLOGIES (CHAPTER 3)

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GEODETIC METHODOLOGIES (CHAPTER 3) Harald Brekke Definitions The CLCS follows the IHO (1990) standard abbreviation for a nautical mile, M The CLCS follows the IHB ... – PowerPoint PPT presentation

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Title: GEODETIC METHODOLOGIES (CHAPTER 3)


1
GEODETIC METHODOLOGIES (CHAPTER 3)
Harald Brekke
2
Definitions
  • The CLCS follows the IHO (1990) standard
    abbreviation for a nautical mile, M
  • The CLCS follows the IHB (1929) standard for the
    length of one nautical mile
  • 1 M 1 852 m
  • The CLCS, following article 84 of UNCLOS,
    requires the datum used by a coastal State to be
    specified

3
Recommended datum
  • The CLCS recommends the use of datums ITRF94 or
    WGS84 (G873) as they are regarded as equivalent
    realisations of an International Terrestrial
    Reference System (ITRS)
  • Geodetic coordinates in one system will be
    regarded by the CLCS as equivalent in the other
    (See 3.2.13)

4
Required information
  • The submitting State should provide
  • Coordinates of the outer limit of the continental
    shelf in an ITRS adopted by the CLCS
  • Transformation parameters between the reference
    system used in the submission and an ITRS adopted
    by the CLCS
  • Full information of the scientific methodology
    employed to determine these transformation
    parameters (See 3.2.8)

5
Baselines
  • The CLCS is not entitled by UNCLOS to issue any
    recommendations with respect to the delineation
    of baselines from which the breadth of the
    territorial sea is measured
  • The CLCS may request geodetic information about
    baselines in relation to the test of appurtenance
    and the employment of the 350 M maximum limit
    (See 3.3.1 - 2)

6
Limits to be delineated
  • The outermost fixed points at each of which the
    thickness of sedimentary rocks is at least 1 per
    cent o the shortest distance from such point to
    the foot of the continental slope
  • At a distance of 60 M from the foot of the slope
  • At a distance of 350 M from the baselines
  • At a distance of 100 M from the 2,500 m
    isobath (See 3.4.1)

7
Envelope of arcs
  • The CLCS regards the application of the method of
    envelopes of arcs on the surface of the geodetic
    reference ellipsoid in a submission as an
    admissible methodology to determine outer limits
    based on distances from the nearest points
    located on
  • baselines
  • the 2,500 m isobath, and
  • the foot of the continental slope (See 3.4.4)

8
Traces paralleles
  • The CLCS acknowledges the existence of the method
    of traces paralleles to determine the outer
    limits of maritime spaces from straight, closing
    and archipelagic baselines (See 3.4.6)

9
Points to be documented
  • The CLCS observes that
  • There is no parallelism between the cost and the
    limit
  • The outer limit is simpler than the normal
    baseline
  • Only a few points contribute to the delineation
    of the outer limit
  • Hence, only the most seaward points which
    effectively contribute to the delineation of the
    outer limit need be documented (not the full
    coastline, 2,500 m isobath or the continous foot
    of the slope line) (See 3.4.11)
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