51吃瓜

[incorporates CLCS/11/Corr.1]

SCIENTIFIC AND TECHNICAL GUIDELINES OF THE COMMISSION ON
THE LIMITS OF THE CONTINENTAL SHELF

Adopted by the Commission on 13 May 1999
at its fifth session

CONTENTS

PREFACE

1.  Introduction

2.  Entitlement to an extended continental shelf and the delineation of its outer limits

2.1  Formulation of the problem:  article 76
2.2  Test of appurtenance
2.3  Delineation of the outer limits of the continental shelf

3.  Geodetic methodologies and the outer limits of the continental shelf

3.1  Formulation of the problem:  paragraphs 1, 4, 5 and 7
3.2  Units, geodetic reference systems and coordinate transformations
3.3  Geodetic definition of baselines
3.4  Outer limits and their confidence zones

4.    The 2,500 metre isobath

4.1   Formulation of the problem:  paragraph 5
4.2   Sources of data and hydrographic measurements
4.3   Bathymetric model
4.4   Selection of points for the delineation of the 100 M limit

5.    Foot of the continental slope determined as the point of maximum change in the gradient at its base

5.1   Formulation of the problem:  paragraph 4
5.2   Sources of data
5.3   Filtering and smoothing
5.4   Delineation of the foot of the continental slope

6.     Foot of the continental slope determined by means of evidence to the contrary to the general rule

6.1   Formulation of the problem:  paragraph 4 (b)
6.2   Geological and geophysical evidence
6.3   Determination of the foot of the continental slope
6.4   Considerations to be given with respect to evidence to the contrary

7.     Ridges

7.1   Formulation of the problem:  paragraphs 3 and 6
7.2   Oceanic ridges and submarine ridges
7.3   Submarine elevations

8.     Delineation of the outer limits of the continental shelf based on sediment thickness

8.1   Formulation of the problem:  paragraph 4 (a) (i)
8.2   Relevant geophysical techniques and data
8.3   Depth conversion and thickness determination
8.4   Sources and magnitudes of error
8.5   Selection of outermost fixed points of 1 per cent sediment thickness

9.     Information on the limits of the extended continental shelf

9.1   Formulation of the problem:  paragraph 8 and Annex II
9.2   Bathymetric and geodetic data
9.3   Geophysical and geological data
9.4   Digital and non-digital data
9.5   Checklist of relevant supporting information and data

10.   References and bibliography

Annex.  List of international organizations

NOTE:

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All figures can be accessed from this list: Fig.2.1, Fig.2.2, Fig.2.3, Fig.2.4, Fig.2.5, Fig.2.6, Fig.2.7, Fig.2.8, Fig.3.1, Fig.6.1, Fig.6.2, Fig.8.1, Fig.8.2 and Fig.8.3

Preface

The preparation of the Scientific and Technical Guidelines of the Commission on the Limits of the Continental Shelf was conducted in two stages.  The first stage consisted of background research conducted along disciplinary and interdisciplinary lines.  The Commission organized six research groups for this purpose, established at its second session in September 1997:

(a)       Hydrography (Srinivasan, Chairman; Albuquerque, Astiz, Awosika, Carrera, Francis and Lamont, with Rio as an alternate);

(b)       Geodesy (Carrera, Chairman; Albuquerque, Astiz, Brekke, Francis, Hamuro, Jaafar, Mdala and Srinivasan, with Rio as an alternate);

(c)       Geology (Park, Chairman; Betah, Brekke, Hamuro, Juracic, Kazmin, Lu, Mdala and Srinivasan, with Carrera as an alternate);

(d)       Geophysics (Croker, Chairman; Awosika, Carrera, Hinz, Lu, Mdala and Park, with Francis as an alternate);

(e)       Foot of the continental slope (Rio, Chairman; Carrera, Francis, Hamuro, Kazmin, Lamont and Srinivasan);

(f)        Outer edge of the continental margin (Brekke, Chairman; Albuquerque, Astiz, Betah, Carrera, Croker, Hamuro, Juracic, Kazmin, Lu, Mdala and Park).

The second stage consisted of the preparation of draft Guidelines, which began at the third session of the Commission, held at 51吃瓜 Headquarters in New York from 4 to 15 May 1998.  An Editorial Committee was established at the session and Galo Carrera was elected as its Chairman.  The Editorial Committee considered and adopted the document structure for the Guidelines proposed by its Chairman.

The Editorial Committee was organized into 13 working groups, whose Chairmen reported to the Chairman of the Editorial Committee, as follows:

(1)       Introduction (Carrera, Chairman; Editorial Committee);

(2)       Entitlement to and delineation of the outer limits of the continental shelf (Carrera, Chairman; Albuquerque, Brekke, Hamuro, Hinz, Lamont and Rio);

(3)       Geodetic methodologies and the outer limits of the continental shelf (Carrera, Chairman; Albuquerque, Astiz, Francis, Hamuro, Jaafar, Mdala, Rio and Srinivasan);

(4)       The 2,500 metre isobath (Lamont, Chairman; Albuquerque, Astiz, Awosika, Carrera, Francis, Hinz, Kazmin, Rio and Srinivasan);

(5)       Foot of the continental slope determined as the point of maximum change in the gradient at its base (Rio, Chairman; Albuquerque, Astiz, Carrera, Croker, Francis, Hamuro, Kazmin and Lamont);

(6)       Foot of the continental slope determined by means of evidence to the contrary (Hinz, Chairman; Betah, Brekke, Carrera, Jaafar, Juracic, Kazmin and Park);

(7)       Ridges (Hamuro, Chairman; Brekke, Hinz, Juracic, Kazmin, Lu and Park);

(8)       Delineation of the outer limits of the continental shelf based on sediment thickness (Brekke, Chairman; Awosika, Croker, Juracic and Park);

(9)       Information on the outer limits of the extended continental shelf (Albuquerque, Chairman; Brekke, Carrera, Hamuro, Hinz, Lamont and Rio);

(10)       References and bibliography (Carrera, Chairman; Editorial Committee);

(11)       List of international organizations (Carrera, Chairman; Editorial Committee);

(12)       Flowcharts, tables and illustrations summarizing the procedure for establishing the outer limits of the continental shelf (Jaafar,  Chairman; Carrera, Chan Chim Yuk, Juracic, Lamont, Rio);

(13)       Oversight (Awosika, Chairman; Astiz, Beltagy, Betah, Chan Chim Yuk and Hamuro).

The Editorial Committee assigned to the first 12 working groups the task of preparing 10 chapters and 2 annexes.  The Oversight Working Group was entrusted with two assignments:  it was first asked to identify the totality of issues raised in the studies prepared by the Division for Ocean Affairs and the Law of the Sea on the basis of discussions held during two meetings of groups of experts in 1993 and 1995.  Secondly, it was requested to determine whether those issues were addressed in the Guidelines.  The 12 drafting groups produced a preliminary outline draft of the Guidelines, which was discussed during the last plenary meeting of the Editorial Committee held during the third session of the Commission.

All working groups conducted their main drafting efforts during the inter-session period of 1998.  On 20 July 1998, the revised version of the draft Guidelines was submitted to the Chairman of the Editorial Committee, who proceeded to edit them for consistency in content and style.

The Editorial Committee reconvened at the fourth session of the Commission, held at 51吃瓜 Headquarters from 31 August to 4 September 1998.  The draft of the Guidelines edited by the Chairman of the Editorial Committee was discussed at various plenary meetings of the Editorial Committee, where amendments and clarifications were introduced in an iterative revision process.  The oversight group then proceeded to prepare and submit an interim report based on the final draft produced by the Editorial Committee at that session.

The Chairman of the Editorial Committee submitted the final draft Guidelines to the Commission at large for consideration during the last meeting of its fourth session.  The Commission, in turn, considered them and agreed to adopt them provisionally.  The Commission also agreed to make them available to States on 4 September 1998 as a document in the "L" (limited distribution) series.

The Commission worked during the inter-session period 1998-1999 with a view to considering the recommendations made in the interim report prepared by the Oversight Working Group at its 4th meeting.  The members of the Commission also considered other issues on which consensus was not reached, which were left open for further discussion at its 5th meeting.  Editorial comments on the English text of the Guidelines were produced during this inter-session period by Albuquerque, Astiz, Brekke, Carrera, Chan Chim Yuk, Croker, Lamont, Lu and Srinivasan.

The following members revised the translation of the Guidelines from English into other official languages of the 51吃瓜:  Arabic translation (Beltagy); Chinese translation (Lu); French translation (Albuquerque, Betah, Chan Chim Yuk and Rio); Russian translation (Kazmin); and Spanish translation (Albuquerque, Astiz and Carrera).

The Guidelines were discussed and amended at the fifth session of the Commission and adopted on 13 May 1999.

The drafting of the Scientific and Technical Guidelines of the Commission on the Limits of the Continental Shelf during a relatively short period of time represents an important achievement towards the implementation of article 76 of the 51吃瓜 Convention on the Law of the Sea.

The Guidelines, which the Commission adopted by consensus, serve multiple purposes:  they are primarily intended to assist coastal States in preparing their submissions.  They are also designed to provide an important scientific and technical reference for the consideration of these submissions and the preparation of the Commission's own recommendations.  And last but not least, they form the basis on which the Commission shall provide advice, if requested by coastal States during the preparation of their necessary data.

The members of the Commission have an obligation to perform their duties honourably, faithfully, impartially and conscientiously.  These principles, which form the essence of their solemn declaration, have guided them in the preparation of their Scientific and Technical Guidelines.

The Commission expresses its gratitude to the Division for Ocean Affairs and the Law of the Sea under the leadership of Mr. Ismat Steiner, Director.  Special thanks goes to the Secretary of the Commission, Mr. Alexei Zinchenko, and to Lynette Cunningham, Vladimir Jares, Cynthia Hardeman and Josefa Velasco,  who ably assisted in the preparation of the Guidelines and in their expedient publication.

1.       Introduction

1.1.      The Commission on the Limits of the Continental Shelf recognizes the integral character of the 51吃瓜 Convention on the Law of the Sea (the Convention).  These Scientific and Technical Guidelines form the basis for the Commission to make its recommendations with respect to submissions prepared by States according to article 76 and Annex II to the Convention in a manner that is consistent with the Convention and international law.

1.2.      The Commission prepared these Guidelines for the purpose of providing direction to coastal States which intend to submit data and other material concerning the outer limits of the continental shelf in areas where those limits extend beyond 200 nautical miles from the baselines from which the breadth of the territorial sea is measured.  The Guidelines aim to clarify the scope and depth of admissible scientific and technical evidence to be examined by the Commission during its consideration of each submission for the purpose of making recommendations.

1.3.      With these Guidelines, the Commission aims also to clarify its interpretation of scientific, technical and legal terms contained in the Convention.  Clarification is required in particular because the Convention makes use of scientific terms in a legal context which at times departs significantly from accepted scientific definitions and terminology.  In other cases, clarification is required because various terms in the Convention might be left open to several possible and equally acceptable interpretations.  It is also possible that it may not have been felt necessary at the time of the Third 51吃瓜 Conference on the Law of the Sea to determine the precise definition of various scientific and technical terms.  In still other cases, the need for clarification arises as a result of the complexity of several provisions and the potential scientific and technical difficulties which might be encountered by States in making a single and unequivocal interpretation of each of them.

1.4.      The Commission designed these Guidelines with a view to ensuring a uniform and extended State practice during the preparation of scientific and technical evidence submitted by coastal States.  The Commission is aware that there might be other scientific and technical methodologies used by States to implement the provisions of article 76 to prepare a submission which may not be covered in this document.  These Guidelines are not intended to exhaust the full range of possible methodologies contemplated by States.  Whereas several scientific and technical avenues are available to develop an admissible body of evidence which may conform equally to all the relevant provisions contained in the Convention, the Commission has endeavoured to emphasize those which might minimize costs and result in the optimization of existing information and resources.

1.5.      The scientific nature and the order of the paragraphs in article 76 define the structure of the Guidelines.  Each chapter starts with a formulation of the problem posed by each of its provisions, followed by an in-depth discussion of its implementation.  Chapter 2 presents an overview of questions relating to the entitlement to an extended continental shelf and the delineation of its outer limits.  Chapter 3 reviews units of length and describes the geodetic methodology used to determine outer limits based on metrics.  Chapter 4 describes the hydrographic methodology used to determine the 2,500 metre isobath and other geomorphologic features.  Chapter 5 discusses the determination of the location of the foot of the continental slope as the point of maximum change in gradient at its base.  Chapter 6 examines the case in which evidence to the contrary might be presented as an alternative to the methodology described in chapter 5 to determine the location of the foot of the continental slope.  Chapter 7 discusses the classification and treatment of oceanic and submarine ridges, and other submarine elevations.  Chapter 8 discusses the geophysical methodology applied for the determination of sediment thickness and its error estimates.  Chapter 9 describes the data and other material to be included in a submission regarding the outer limits of the continental shelf.

1.6.      The Commission recognizes that the Convention poses in-depth requirements in several scientific disciplines and also poses the need for interdisciplinary scientific and technical cooperation for the preparation of data and materials in each submission.  These Guidelines are not aimed at describing in detail the scientific theories or precise technical methodologies involved in each discipline.  For that purpose, experts assigned to the preparation of submissions are advised to consult the contributions made by many scientific and technical, governmental and non-governmental organizations and disseminated through journals, conference proceedings and other publications.

1.7.      The annex provides a non-exhaustive list of international scientific and technical organizations whose data and information might be of interest to States which intend to prepare a submission.  Whereas those international organizations have the primary responsibility to promote the development of knowledge and research in their respective disciplines, the Commission has the sole responsibility to make recommendations and to provide scientific and technical advice in relation to submissions on the limits of extended continental shelves made by coastal States according to article 76 and Annex II to the 51吃瓜 Convention on the Law of the Sea.

2.    Entitlement to an extended continental shelf and the delineation of its outer limits

2.1.    Formulation of the problem:  article 76
2.2.    Test of appurtenance
2.3.    Delineation of the outer limits of the continental shelf

2.1.  Formulation of the problem:  article 76

3.1.  Formulation of the problem:  paragraphs 1, 4, 5 and 7

3.3.5. The Commission feels that there is a uniform and extended State practice which justifies the acceptance of multiple interpretations of the low water line. All of them are regarded as equally valid in a submission.

3.3.6. The Commission is aware that there are different chart datum transfer techniques designed to provide the location of the low water line at sites along the coastline other than at tide gauge sites. The Commission may require background technical information in relation to the methodology used by coastal States for this purpose in each submission.

3.3.7. Articles 7, 9, 10 and 47 entitle States to delineate straight, closing and archipelagic baselines. The Convention does not specify the geodetic definition of these baselines. In the case of straight baselines delineated in accordance with the provisions of article 7, at least two definitions, loxodromes and ellipsoidal geodesics, have been adopted in State practice (51吃瓜, 1989).

3.3.8. In accordance with established State practice, the Commission shall accept the definition of straight, closing and archipelagic baselines as either geodesics or loxodromes. However, only one line definition can be consistently selected by a submitting State for all of its baselines. In the case of loxodromes, the Commission shall use the definition of a line of a constant azimuth on the surface of a geodetic reference ellipsoid (Bowring, 1985). The Commission strongly discourages the use of apparent straight lines as literally drawn on various paper nautical charts employing a variety of map projections.

3.3.9. The Commission remains open to consider all forms and combinations of methods used to determine the position of baselines by a State in a submission. The Commission may request during the consideration of a submission the following geodetic information about baselines:

• Source of the data;
• Positioning survey technique;
• Time and date of the survey;
• Corrections applied to the data;
• A priori or a posteriori estimates of random and systematic errors;
• Geodetic reference system; and
• Geometric definition of straight, archipelagic and closing lines.

3.4.1. The delineation of the outer limits of the extended continental shelf according to article 76 requires the determination of up to four outer limits delineated:

• By reference to the outermost fixed points at each of which the thickness of sedimentary rocks is at least 1 per cent of 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 baselines from which the breadth of the territorial sea is measured; and
• At a distance of 100 M from the 2,500 m isobath.

3.4.2. Boggs (1930) originally defined the technique used to determine the outer limits of the territorial sea from a selection of points along baselines as the method of envelopes of arcs. It was first introduced as a proposal for codification in international law by the United States delegation at the Hague Codification Conference in 1930. This method provides an outer limit every point of which is located at a prescribed distance from the nearest point on the coast. Shalowitz (1962, p. 171) has advanced a more refined definition of this method, where the outer limit:

"is the locus of the centre of a circle the circumference of which is always in contact with the coastline, that is, with the low water line or the seaward limits of inland waters."

3.4.3. The application of the method of envelopes of arcs is independent of the actual breadth of the limit. Thus, although the method was originally designed as a tool to determine the outer limit of the territorial sea, its mathematical application remains equally valid to determine the outer limit of other maritime spaces based on metric criteria.

3.4.4. The Commission 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. The actual implementation of this method is carried out by solving iteratively a system of linearized distance equations in a resection mathematical model. An exhaustive combinatorial search algorithm is recommended in order to ensure that all possible combinations of pairs of points are analysed and that the nearest points are the ones which generate the outer limit.

3.4.5. The distance resection model described above relies on the solution of the direct and inverse positioning problems formulated in geodesy. A large number of solutions to these classic problems have been developed over the last two centuries. They can be broadly classified into three groups, based upon: the integration of differential equations; transferring an ellipsoid polar triangle to a concentric sphere; and using a conformal projection from the ellipsoid to the sphere (Schnadelbach, 1974). The Commission does not have a preference for the use of a particular solution and it is aware that the correct application of several of them must produce identical results.

3.4.6. The Commission acknowledges the existence of the method of trac茅s parall猫les to determine the outer limits of maritime spaces from straight baselines as prescribed by the International Court of Justice in the Anglo-Norwegian Fisheries case of 1951. This method is a generalization of the method of envelopes of arcs for the cases of continuous straight, closing and archipelagic baselines.

3.4.7. The Commission regards the application of the method of trac茅s parall猫les on the surface of the geodetic reference ellipsoid used in each submission as an admissible methodology to determine outer limits at distances of 200 M and 350 M from the nearest points located on straight, closing and archipelagic baselines from which the breadth of the territorial sea is measured.

3.4.8. The mathematical model for the determination of outer limits from straight baselines on the surface of a geodetic reference ellipsoid is computationally more intensive than the method of envelopes of arcs. It involves the successive application of the direct and inverse problems described above over a large series of discrete points along straight, closing and archipelagic baselines.

3.4.9. For the sake of simplicity, the two formulations described above have not made any reference to the introduction of a priori statistical information about the position of the baselines. In practice, this information must be incorporated in order to derive the confidence region associated with the limit (Sjoberg, 1996). It is clear, however, that the derived offshore limit will never surpass the accuracy of the positions of the baselines themselves, and therefore those States aiming to achieve the highest standards of accuracy in the determination of their outer limits should focus first on the accuracy of their baselines.

3.4.10. The Commission strongly discourages the application of the methods of envelopes of arcs and trac茅s parall猫les through the use of manual graphical procedures on the surface of paper nautical charts. The distortions produced by inherent scale factors in map projections and the inapplicability of Euclidean geometry principles on the surface of a geodetic ellipsoid rule out the admissibility of this manual methodology.

3.4.11. The Commission highlights three observations made by Gidel (1932, p. 510) more than half a century ago: first, that there is no parallelism between the coast and the limit; secondly, that the outer limit is simpler than the normal baseline; and, most importantly, that only a few points contribute to the delineation of the outer limit. There may be no need to submit the data on the full extent of the coastline, a full 2,500 m isobath or the continuous foot of the slope. Only the most seaward points which effectively contribute to the delineation of the outer limit need to be supported.

Figure 3.1

4.1. Formulation of the problem: paragraph 5
4.2. Sources of data and hydrographic measurements
4.3. Bathymetric model
4.4. Selection of points for the delineation of the 100 M limit

4.1.1. The Commission recognizes that the 2,500 m isobath is an essential feature for the implementation of article 76. It serves as the basis for the application of one of the constraint rules to the formulae lines in order to produce the outer limits of the continental shelf. According to paragraph 5, it is the reference baseline from which the 100 M line is measured:

"The fixed points comprising the line of the outer limits of the continental shelf on the sea-bed, drawn in accordance with paragraph 4 (a) (i) and (ii), either shall not exceed 350 nautical miles from the baselines from which the breadth of the territorial sea is measured or shall not exceed 100 nautical miles from the 2,500 metre isobath, which is a line connecting the depth of 2,500 metres."

4.1.2. A line determined at a distance of 100 M from the 2,500 metre isobath may not be used in the delineation of the outer limits of the extended continental shelf in the special case of submarine ridges. Paragraph 6 makes an exception of submarine elevations where it is required:

"Notwithstanding the provisions of paragraph 5, on submarine ridges, the outer limit of the continental shelf shall not exceed 350 nautical miles from the baselines from which the breadth of the territorial sea is measured. This paragraph does not apply to submarine elevations that are natural components of the continental margin, such as its plateaux, rises, caps, banks and spurs."

4.2.1. The complete bathymetric database used in the delineation of the 2,500 m isobath in a submission may only include a combination of the following data:

• Single-beam echo sounding measurements;
• Multi-beam echo sounding measurements;
• Bathymetric side-scan sonar measurements;
• Interferometric side-scan sonar measurements; and
• Seismic reflection-derived bathymetric measurements.

4.2.2. The Commission will consider single- and multi-beam echo sounding measurements as the primary source of evidence for the delineation of the 2,500 m isobath. All other admissible evidence provided by bathymetric and interferometric side-scan sonar measurements and seismic reflection-derived bathymetric measurements will be regarded as complementary information in general.

4.2.3. However, bathymetric information derived from seismic reflection and interferometric side-scan sonar measurements may be considered as the primary source in a submission for the purpose of delineating the 2,500 m isobath in special cases such as in ice-covered areas. The Commission may pay particular attention to the calibration and corrections applied to these data.

4.2.4. Bathymetric side-scan sonars are hybrid measuring systems, which collect both estimates of sea-floor slope and bathymetry. Whereas their sea-floor slope information might be relevant in other parts of a submission, potentially for the delineation of the foot of the slope, only their bathymetric component will be considered for the purpose of delineating the 2,500 m isobath.

4.2.5. The bathymetric data produced by light-detection-and-ranging (LIDAR) airborne systems may be particularly valuable to provide bathymetric information for the shallow regions of the seabed included in a submission. However, laser (light amplification by stimulated emission of radiation) profiling is clearly inapplicable to the delineation of the 2,500 m isobath, or the seabed region associated with the base of the continental slope.

4.2.6. Other sources of evidence, such as satellite altimetry-derived bathymetric data or imaging side-scan sonar information, will not be regarded as admissible for the purpose of delineating the 2,500 m isobath. This information, however, might be useful as additional qualitative information in support of other parts of a submission but will not be considered during the determination of this or any other isobaths. However, this data will be considered admissible as supporting information in a submission.

4.2.7. A full technical description of the bathymetric database used in the delineation of the 2,500 metre isobath will include the following information:

• Source of the data;
• Sounding survey techniques and classification;
• Geodetic reference system, navigational positioning methods and their errors;
• Time and date of the survey;
• Corrections applied to the data, such as ray path sound velocity, calibration, tides and other; and
• A priori or a posteriori estimates of random and systematic errors.

4.2.8. A priori depth error estimates, s, may be computed by means of the following internationally accepted formulae:

where:

with a 95 per cent confidence interval (IHO, 1998).

4.2.9. A posteriori errors may be obtained from the estimated covariance matrix of the estimated depth parameters, which results from an adjustment of an overdetermined system of linear equations formed by cross-over analysis of sounding lines (cf. Van铆cek and Krakiwsky, 1982, p. 213).

4.2.10. Coastal States may use the a posteriori error estimation method where there is redundant information in order to assess the quality of historical bathymetric data whose positioning, survey technique and technical description are not available.

4.3.1. The submission will include the necessary cartographic products derived from the compiled bathymetric database to portray the 2,500 metre isobath. These cartographic products may include the following analytic or digital forms:

• Two-dimensional bathymetric profiles;
• Three-dimensional bathymetric models;
• Nautical charts and maps with contours.

4.3.2. Each cartographic product, including nautical charts officially recognized by the State, will be accompanied by a detailed description of the mathematical methodology and data used to produce it. The Commission will pay particular attention to the transit from numerical soundings to analytical functions.

4.3.3. The coastal State will be required to document the following information:

• Interpolation or approximation method;
• Density of measured bathymetric data;
• Perceptual elements such as map projections, vertical and horizontal scales, contour intervals, units, colours and symbols.

4.3.4. Wherever the bathymetric information presented to the Commission may be a filtered or smoothed subset of the original data, a full description of the methodology employed to produce it will be reported by the coastal State.

4.3.5. Full bathymetric models in three dimensions may be required in order to gain a spatial understanding of natural prolongation and may be essential in selecting the full extent of the 2,500 m isobath relevant to the determination of the 100 M outer limit.

4.3.6. The Commission is aware that the seabed can exhibit fractal properties in two and three dimensions (Mandlebrot, 1977). It is also aware that the generation of an analytical model, be it that described by means of contours on a chart or a mathematical expression, results in the generalization of line and surface features at various scales (Fox and Hayes, 1985). The Commission may require geostatistical, fractal, wavelet or other tests and analyses, as it feels appropriate, in order to determine the degree of uncertainty underlying a particular bathymetric model.

4.3.7. The Commission is aware that issues relating to scale, colour, type and others fall within the realm of perception. These issues will be taken into account in order to assess correctly the perception of important technical details.

4.4.1. The line determined at a distance of 100 M from the 2,500 metre isobath becomes effective as a constraint over the outer limits of the continental shelf wherever this isobath is located at a distance of 250 M or greater from the baselines from which the territorial sea is measured.

4.4.2. The selection of the most salient points along the 2,500 m isobath for the purpose of delineating the 100 M limit may be straightforward when isobaths are simple. However, when isobaths are complex or repeated in multiples, the selection of points along the 2,500 m isobath becomes difficult. Such situations arise as a result of geological and tectonic processes shaping the present continental margins. They can create multiple repetitions of the 2,500 m isobath, for example, by faulting, folding and thrusting along continental margins. Unless there is evidence to the contrary, the Commission may recommend the use of the first 2,500 m isobath from the baselines from which the breadth of the territorial sea is measured that conforms to the general configuration of the continental margin.

5.1. Formulation of the problem: paragraph 4
5.2. Sources of data
5.3. Filtering and smoothing
5.4. Delineation of the foot of the continental slope

5.1.1. The Commission recognizes that the foot of the continental slope is an essential feature that serves as the basis for entitlement to the extended continental shelf and the delineation of its outer limits. According to paragraph 4 (a) (i) and (ii), it is the reference baseline from which the breadths of the limits specified by formulae rules are measured:

"(i) a line delineated in accordance with paragraph 7 by reference to the outermost fixed points at each of which the thickness of sedimentary rocks is at least 1 per cent of the shortest distance from such point to the foot of the continental slope; or

"(ii) a line delineated in accordance with paragraph 7 by reference to fixed points not more than 60 nautical miles from the foot of the continental slope."

5.1.2. Paragraph 4 (b) provides a dual regime for the determination of the foot of the continental slope:

"In the absence of evidence to the contrary, the foot of the continental slope shall be determined as the point of maximum change in the gradient at its base."

5.1.3. The Commission interprets the determination of the foot of the continental slope by means of the point of maximum change in gradient at its base, as a provision with the character of a general rule. The fundamental requirements posed by this provision are:

• The identification of the region defined as the base of the continental slope; and
• The determination of the location of the point of maximum change in the gradient at the base of the continental slope.

5.1.4. Its implementation will be guided by bathymetric, geomorphologic, geologic and geophysical sources of evidence.

5.2.1. Bathymetric and geological data provide the evidence to be used in the geomorphological analysis conducted to identify the region defined as the base of the continental slope. Only bathymetric information will be used to determine the location of the point of maximum change in the gradient at the base of the continental slope.

5.2.2. The bathymetric database used in the delineation of the foot of the slope in a submission may include only one, or a combination of the following data:

• Single-beam echo sounding measurements;
• Multi-beam echo sounding measurements;
• Hybrid side-scan sonar measurements;
• Interferometric side-scan sonar measurements; and
• Seismic reflection-derived bathymetric measurements.

5.2.3. The Commission will require a full technical description of the bathymetric database used in the implementation of this provision. It will also determine the relative value from each of these sources of data in a manner that is consistent with that applied to the determination of the 2,500 metre isobath (refer to section 4.2).

5.2.4. The Commission will also consider as admissible evidence synthetic bathymetric data produced in the form of grids and profiles derived from cartographic and analog sources officially recognized by the coastal State. These cartographic and analog sources may only be based, in turn, on a combination of the bathymetric measurements listed above. Synthetic bathymetric data will be accompanied by a detailed and complete technical description of the method applied and the bathymetric measurements used to produce the cartographic and analog sources from which it stems.

5.2.5. The coastal State will be required to document the following information about cartographic and analog sources:

• Interpolation or approximation methods;
• Spatial density and position of measured bathymetric data;
• Information on perceptual elements such as map projections, vertical and horizontal scales, contour intervals, units, colours and symbols.

5.2.6. The geological and geophysical database used in the identification of the region defined as the base of the foot of the continental slope in a submission may include a combination of the following sources of data:

• In situ samples and measurements;
• Geochemical and radiometric data;
• Geophysical measurements; and
• Side-scan imagery.

5.2.7. Evidence collected as in situ core samples will be accompanied by a complete technical description and their catalogue information will also be enclosed. In situ measurements may include any borehole or ocean-bottom geophysical measurements and their technical description.

5.2.8. Evidence collected in the form of geochemical and radiometric data will also be accompanied by a full technical description and their catalogue information will be enclosed.

5.2.9. Evidence collected in the form of geophysical measurements includes the full range of geophysical methods, including, but not limited to, seismic, gravity, magnetic, palaeomagnetic and side-scan sonar imagery data.

5.3.1. The Commission recognizes that filtering and smoothing of bathymetric data might be required in order to facilitate the identification of the location of the foot of the continental slope at the point of maximum change in the gradient at its base. This procedure might be required in some instances because the use of second derivatives of the bathymetric surface produces an enhancement of all features which may obscure the exact location of the foot of the slope.

5.3.2. Filtering in signal theory presupposes a clear differentiation between signal and noise, that is, what is to be regarded as wanted and unwanted information. In the context of the application of paragraph 4 (b), the shelf, the slope and the rise are signal. Any other information that obstructs the location of these features is regarded as noise.

5.3.3. The Commission is aware that the application of some filtering procedures presupposes the use of regularly spaced data. Bathymetric data are seldom collected in the field at equally spaced intervals. In these instances, a coastal State might produce a regularly spaced data set from irregularly spaced data. The Commission is aware that there are many approaches to performing this operation. It will pay close attention to the methodology employed to produce a regularly spaced data set, and it might request the original irregularly spaced data, details about the mathematical technique employed and the output comprised of regularly spaced data.

5.3.4. The Commission is aware that filter design is a wide field and that the frequency response functions of various filters can be very different even if they are designed to cut off information at specific thresholds. The Commission will pay special attention to the admittance function of the filters used in the wavelength or wave number domain which might be applied to two-dimensional bathymetric profiles and three-dimensional bathymetric surfaces.

5.3.5. The Commission shall not accept the artificial amplification or enhancement of any information at wavelengths at which the bathymetric information can be decomposed. Only the removal of unwanted noise at wavelengths shorter than those relevant to the description of the shelf, the slope and the rise will be regarded as admissible. The Commission might request full disclosure of the original unfiltered information, the mathematical details of the filter and the filtered data produced when filtering is applied.

5.3.6. Smoothing is an empirical procedure which also might have an important role to play in facilitating the identification of the main features of the continental margin. It might have a particularly useful application when other bathymetric features might have similar wavelengths to those which define the location of the foot of the continental slope.

5.3.7. The Commission is aware that the full array of empirical data smoothing techniques is vast. It remains open to considering the application of any smoothing technique, but it will examine closely the proper application of each one in this context. The Commission might request full disclosure of the original data, the mathematical details of the smoothing algorithm and the output data.

5.4.1. The methodology used to determine the foot of the continental slope by means of the point of maximum change in gradient at its base can be regarded also as a two- or three-dimensional problem. This mathematical methodology has some similarities to the second derivative technique employed in the enhancement of potential field maps produced routinely in gravity and magnetic geophysical prospecting. The Commission recognizes the usefulness and complementarity of the use of both two- and three-dimensional approaches.

5.4.2. The Commission is aware of the large number of techniques and methods available for sea-floor classification and roughness analyses (e.g., Fox and Hayes, 1985; Stewart et al. 1992; and Herzfeld, 1993). Many methods based on, for example, fractal and geostatistical analysis have been developed.

5.4.3. The Commission will not prescribe the use of a single mathematical methodology based on bathymetric data for the identification of the region defined as base of the continental slope. It will make recommendations based on the mathematical methodology applied on a case-by-case basis, and in view of all other geological and geophysical evidence presented by the coastal State.

5.4.4. For the purpose of identifying the region defined as the base, the Commission defines the continental slope as the outer portion of the continental margin that extends from the shelf edge to the upper part of the rise or to the deep ocean floor where a rise is not developed. The rise, in turn, is the wedge-shaped sedimentary body having a smaller gradient than the continental slope. Many continental margins, however, depart from this ideal picture (see chap. 6, sect. 6.2, and figs. 6.1A-6.1F), and in such cases geological and geophysical data may be used to assist in identifying the region referred to here as the base of the continental slope.

5.4.5. The Commission defines the base of the continental slope as a region where the lower part of the slope merges into the top of the continental rise, or into the top of the deep ocean floor where a continental rise does not exist. The Commission recommends that the search for the base of the continental slope be carried out by means of a two-step approach. First, the search for its seaward edge should start from the rise, or from the deep ocean floor where a rise is not developed, in a direction towards the continental slope. Secondly, the search for its landward edge should start from the lower part of the slope in the direction of the continental rise, or the deep ocean floor where a rise is not developed.

5.4.6. As a general rule, whenever the base of the continental slope can be clearly determined on the basis of morphological and bathymetric evidence, the Commission recommends the application of that evidence. Geological and geophysical data can also be submitted by coastal States to supplement proof that the base of the continental slope is found at that location.

5.4.7. The determination of the location of the point of maximum change in the gradient at the base of the continental slope will be conducted by means of the mathematical analyses of two-dimensional profiles, three-dimensional bathymetric models and preferably both. Methods based on a purely visual perception of bathymetric data will not be accepted by the Commission.

5.4.8. The determination of the location of the point of maximum change in the gradient was envisaged originally by its proponent as a two-dimensional problem based on the mathematical analyses of two-dimensional bathymetric profiles (Hedberg, 1976). This methodology is acceptable to the Commission with the provision that their three-dimensional location on a bathymetric map or nautical chart is provided at all times. The Commission recommends that the orientation of this profile be such that it runs in a perpendicular direction to the isobaths located at the point of maximum change in the gradient at the base of the continental slope.

5.4.9. The Commission is aware that several three-dimensional techniques have been designed in the past to produce a continuous trace of the foot of the continental slope. These techniques are based on the determination of the total curvature surface (Van铆cek and Ou, 1996), the second derivative surface in the direction of the gradient (Bennet, 1996) and other second derivative-based analyses.

5.4.10. The Commission is also aware that the application of different two-dimensional and three-dimensional methodologies might yield different results in a given submission using the same data set, but it is ready to consider the application of one or several of them. In these cases, the Commission might perform comparative analyses of the results obtained by the application of two-dimensional methods, three-dimensional methods or both.

5.4.11. The Commission will request a complete technical description of the original three-dimensional bathymetric model, the details of the mathematical methodology and the output surface and the point or line defining the foot of the continental slope.

5.4.12. Where more than a single change in the gradient is located at the base of the continental slope, the Commission recognizes as a general rule the selection of the point of maximum change in the gradient as the method to identify the location of the foot of the continental slope. The selection of any other local change in the gradient at its base, i.e., any change other than the maximum, will be regarded by the Commission as an exception. The justification for the application of this exception will require the presentation of evidence to the contrary to the general rule, as described in the following chapter.

6. Foot of the continental slope determined by means of evidence to the contrary to the general rule

6.1. Formulation of the problem: paragraph 4 (b)
6.2. Geological and geophysical evidence
6.3. Determination of the foot of the continental slope
6.4. Considerations to be given with respect to evidence to the contrary

6.1.1. The Commission recognizes that the determination of the foot of the continental slope is achieved as a general rule by means of the point of maximum change in the gradient at its base. However, article 76, paragraph 4 (b), also incorporates a possible exception when evidence to the contrary of this general rule might be submitted by a coastal State:

"In the absence of evidence to the contrary, the foot of the continental slope shall be determined as the point of maximum change in the gradient at its base."

6.1.2. The Commission interprets the determination of the foot of the continental slope when evidence to the contrary to the general rule is invoked, as a provision with the character of an exception to the rule. This provision not only does not oppose, but in fact complements, the general rule established by the determination of the foot of the continental slope as the point of maximum change in the gradient at its base. Both approaches aim to find the foot of the continental slope at its base.

6.1.3. The complementary character of this provision is emphasized by the fact that in addition to bathymetric and geomorphological evidence, all other necessary and sufficient geological and geophysical evidence must also be included as part of a submission by a coastal State.

6.1.4. The Commission feels it important to outline the breadth and scope of the necessary and sufficient evidence which will be required from States that might deem it appropriate to invoke this provision. The clarification of relevant scientific terms precedes the description of this evidence below.

6.1.5. The Commission acknowledges that article 76 makes use of scientific terms in a legal context, which at times departs significantly from accepted scientific definitions and terminology. The trend for the creation of separate interpretations of terms can be traced back to the work carried out for the first 51吃瓜 Conference on the Law of the Sea by the International Law Commission (Oxman, 1969). Article 76, paragraph 1, which defines the legal concept of the continental shelf by means of a reference to the outer edge of the continental margin, provides a measure of the current gap between the juridical and the scientific use of terms.

6.1.6. The definition of the continental margin in the earth sciences had a geomorphologic inception at the time of its adoption by various scientific organizations (Wiseman and Ovey, 1953). Current scientific knowledge about the nature and extent of the continental margin has evolved greatly from its original definition. It incorporates many additional geological and geophysical concepts within the framework provided by plate tectonics (COSOD II, 1987; ODP/JOIDES, 1996).

6.1.7. Although article 76 refers to the continental shelf as a juridical term, it defines its outer limit with a reference to the outer edge of the continental margin with its natural components such as the shelf, the slope and the rise as geological and geomorphological features. According to article 76, paragraph 1:

"The continental shelf of a coastal State comprises the sea-bed and subsoil of the submarine areas that extend beyond its territorial sea throughout the natural prolongation of its land territory to the outer edge of the continental margin, or to a distance of 200 nautical miles from the baselines from which the breadth of the territorial sea is measured where the outer edge of the continental margin does not extend up to that distance."

6.1.8. Article 76, paragraph 3, provides further guidance to the Commission:

"The continental margin comprises the submerged prolongation of the land mass of the coastal State, and consists of the sea-bed and subsoil of the shelf, the slope and the rise. It does not include the deep ocean floor with its oceanic ridges or the subsoil thereof."

6.1.9. These paragraphs are valuable to the Commission on several grounds. They help clarify concepts such as natural prolongation of the land territory to the outer edge of the continental margin in the geological sense of these terms, which require the consideration of tectonics, sedimentology and other aspects of geology. But also, they provide guidance to the Commission in interpreting the meaning of the term "evidence to the contrary" to the general rule if this provision, with the character of an exception, is invoked by a coastal State in a submission to determine the foot of the continental slope.

6.1.10. The Convention does not prescribe the application of a specific scientific methodology to define the location of the foot of the continental slope when evidence to the contrary to the general rule is invoked. The Commission interprets this provision as an opportunity for coastal States to use the best geological and geophysical evidence available to them to locate the foot of the continental slope at its base when the geomorphological evidence given by the maximum change in the gradient as a general rule does not or can not locate reliably the foot of the continental slope.

6.2.1. Some continental margins consist of three elements - the shelf, the slope and the rise - whereas others show no rise. The continental slope forms a portion of the continental margin and extends from the shelf edge to the top of the rise, or to the top of the deep ocean floor where no rise exists. The rise is normally a wedge-shaped sedimentary body having a smaller gradient than the continental slope. The rise developed predominantly in a rifted margin realm with sufficient supply of sediments from the continent after breakup and commencement of sea-floor spreading.

6.2.2. From a geomorphological perspective, the shelf in ideal cases is the part of the seabed adjacent to the continent, which forms a large submerged terrace that dips gently seaward. The breadth of the shelf depends on the geological evolution of the adjacent continent. The continental shelf extends seaward to the continental slope, which is characterized by a marked increase in gradient. The base of the slope is a zone where the lower part of the slope merges into the top of the continental rise or into the top of the deep ocean floor, in the case where no rise exists.

6.2.3. The shelf and the continental slope have characteristics typical of continental crust, often including thick layers of sediments. The foot and the base of the continental slope are inseparable, and commonly lie close to the outer edge of the continent, that is, near the place where the crust changes from continental to oceanic.

6.2.4. The Commission is aware of the difficulties arising from the determination of the foot of the continental slope and the edge of the continental margin from a geological perspective. Continental crust is compositionally distinct from oceanic crust, but the boundary between these two crustal types may not be clearly defined. Simple subdivision of margins into shelf, slope and rise may not always exist owing to the variety of geological and geomorphological continental margin types resulting from different tectonic and geological settings.

6.2.5. It is difficult to generalize the geological and geomorphological parameters that a coastal State may consider to establish the foot of the continental slope at its base by means of evidence to the contrary to the general rule. However, some examples and definitions are presented here based on evidence provided by plate tectonics. The Commission is well aware that these considerations may not exhaust all possible geological and geomorphologic types of continental margins as examples.

6.2.6. Over the last 20 years, geoscientific studies and activities such as the International Deep Sea Drilling Project/Ocean Drilling Programme (DSDP/ODP) have demonstrated the presence of a variety of continental margins (e.g. COSOD II, 1987), which can be grouped into three major categories:

    (a) Convergent (active) continental margins are formed along plate boundaries linked to active and inactive subduction zones often, but not always, associated with a trench (e.g. ODP/JOIDES, 1996; Bally, 1988; Taylor and Natland, 1995). The convergent continental margins comprise three different types:

(i) The accretionary convergent continental margin consists of a wide wedge of accreted sediments which were scraped off from the downgoing (lower) plate (fig. 6.1A);

(ii) The poor- or non-accretionary convergent continental margin is characterized by a poorly developed accretionary wedge. Most of the incoming sediments are underplated beneath the upper plate or are removed by the downgoing (subducting) plate (fig. 6.1B);

(iii) The destructive convergent continental margin shows no accretion. Material from the upper plate is eroded ("tectonic erosion") at the foot and from the base of the upper plate by the subducting lower plate (fig. 6.1C);

    (b) Rifted (extensional, passive) continental margins were formed along incipient plate boundaries during continental breakup and subsequent initial production of oceanic crust by sea-floor spreading (e.g. Bally, 1988; Edwards and Santogrossi, 1990; von Rad et al., 1982; Coffin and Eldholm, 1991). The category of rifted continental margins can be subdivided into two types:

(i) The wide, thin-crusted continental margin type (rifted non-volcanic margin) with widths of several hundreds of kilometres is characterized by a complex system of horsts and intervening grabens and half-grabens formed during the rifting and early drifting phases, and by a thinned continental crust (fig. 6.1D);

(ii) The narrow, thick-crusted continental margin type (rifted volcanic margin) is characterized by a thick lower-crustal lens with seismic velocities in the range of 7.2-7.6 km/s, and by a huge volcanic construction in the upper crustal level displayed in seismic sections by an average 100 km wide and several thousands of metres thick wedge of seaward-dipping reflectors (fig. 6.1E). Results of DSDP/ODP drilling have confirmed previous interpretations (e.g. Hinz, 1981) that the wedge of seaward-dipping reflections consists predominantly of basaltic lavas extruded in a shallow marine or subaerial environment. This voluminous volcanic body extending often continuously over distances of several thousands of kilometres along rifted continental margins was formed within a relatively short episode of transient volcanism during initial continental breakup. Recent studies have shown that approximately 70 per cent of the rifted Atlantic continental margins are volcanic continental margins;

    (c) Sheared continental margins were created along zones of translational continental rupturing during continental breakup and subsequent sea-floor spreading (fig. 6.1F).

6.3.1. Evidence to the contrary to the general rule in article 76, paragraph 4 (b), is interpreted by the Commission as a provision designed to allow coastal States to use the best geological and geophysical evidence available to them to locate the foot of the continental slope at its base when the geomorphological evidence given by the maximum change in the gradient does not or can not locate reliably the foot of the continental slope.

6.3.2. The inability of the general rule to locate the foot of the slope by means of the maximum change in the gradient at its base can be found in a number of scenarios. One of these scenarios can be envisaged, for example, when the curvature of the seabed along the base of the continental slope is constant. In this case, the maximum change in the gradient encompasses not only a point, but also a region.

6.3.3. Another scenario where the maximum change in the gradient may not clearly render the location of the foot of the continental slope at its base was already identified at the end of the previous chapter. In a scenario where irregular seabed topography reveals a number of local maxima in the change of the gradient at the base of the continental slope, it is possible that its maximum maximorum may not be indicative of the location of its foot.

6.3.4. In these exceptional cases, geological and geophysical evidence may be introduced as an alternative for determining the location of the foot of the continental slope at its base.

6.3.5. Article 76, paragraph 1, defines the breadth of the continental shelf with a reference to the edge of the geological continental margin. The Commission finds guidance in this paragraph to determine that any point identified on the basis of geological or geophysical evidence as the foot of the continental slope shall be located inside the geological continental margin.

(a) Convergent (active) continental margins

6.3.6. From a geoscientific perspective, the seaward extent of convergent continental margins is defined either by the seaward edge of the accretionary wedge (figs. 6.1A and 6.1B), or in the case of the destructive convergent margin type by the foot of the upper plate and by the foot of the inner trench wall, respectively (fig. 6.1C).

6.3.7. This distinct seaward limit or plate boundary can be determined with acceptable accuracy by modern multi-channel seismic techniques and modern bathymetric techniques (see chap. 8).

(b) Rifted (non-volcanic) and sheared continental margins

6.3.8. From a geoscientific perspective, the seaward limit of both the rifted non-volcanic continental margin and the sheared continental margin is defined as the transition between continental crust and oceanic crust created by sea-floor spreading and related volcanic/magmatic processes. Although continental crust has a different composition from that of oceanic crust, the boundary between the two crustal types may not be clearly defined; sometimes gradational or oceanic crust may even intrude into extended and downthrown continental crust.

6.3.9. Modern multi-channel and deep-penetrating seismic reflection studies and wide-angle reflection/refraction studies in parallel with magnetic and gravity measurements (see chap. 8) are needed to determine the location of the transitional zone of the rifted non-volcanic continental margins and of the sheared continental margins, especially in areas where magnetic sea-floor spreading anomalies are not well developed.

6.3.10. Apart from drilling, sampling and coring of crustal outcrops, including seamounts in the transitional area between continental and oceanic crust, can provide evidence of rock type or lithology and supply material for a variety of studies, for example, radiometric age dating, palaeontological age correlation, geochemical-isotope chemical analyses and palaeomagnetic studies. These results can be of use in determining the ocean-continent boundary along rifted non-volcanic and sheared continental margins. If the foot of the continental slope is very difficult to define on the basis of bathymetric data, the Commission might consider the continental-oceanic transitional (COT) zone (figs. 6.1D and 6.1F) as the place to determine the outer edge of the continental margin. Since the transitional zone can extend over several tens of kilometres, the Commission may consider the landward limit of the transitional zone as an equivalent of the foot of the continental slope in the context of paragraph 4, provided that the submitted geophysical and geological data conclusively demonstrate that the submerged land mass of the coastal State extends to this point.

(c) Rifted volcanic continental margins

6.3.11. Rifted volcanic continental margins are characterized by a thick low-crustal lens with high seismic velocities in the range of 7.0-7.6 km/s and a thick sequence of seaward-dipping reflectors (SDRS) beneath the basement surface. The SDRS merge seaward without a sharp boundary into oceanic crust created at a pre-existing oceanic ridge. Since the feather edge of the SDRS overlies rifted continental crust, a major part of the rifted volcanic continental margin can be considered as "the natural prolongation of the land territory" (article 76, paras. 1 and 3). The seaward extent of rifted volcanic continental margins can be defined as an area in which the SDRS terminate seaward and where the thickness of the igneous continental crust decreases to values typical of oceanic crust, i.e. less than 15 kilometres. Wide-angle reflection/refraction data and magnetic and multi-channel seismic reflection measurements are needed for determining the landward limit of the transitional zone (COT in fig. 6.1E) of the rifted volcanic continental margins, which might be considered by the Commission as an equivalent of the foot of the continental slope in the context of paragraph 4.

6.3.12. Although geological (plate tectonic) considerations are very important for coastal States in the determination of the foot of the continental slope, geomorphological aspects must also be considered. Among geological considerations, in addition to plate tectonics, it is recommended to consider also the sedimentary history of the margin resulting in the depositional build-up and geomorphological shaping of the margin.

6.3.13. The Commission understands that some coastal States may have difficulties in obtaining the necessary data to define the oceanic-continental crust boundary, which in some cases is not clear.

6.4.1. If a State has given evidence to the contrary to the general rule against using the foot of the continental slope (article 76 (4) (b)) in its submission, the Commission will deal with, inter alia, the following questions:

(i) Is that evidence acceptable to the Commission?

(ii) Does that evidence pertain to the identification of the foot of the continental slope? Is that evidence purely bathymetric and/or morphological?

(iii) Does that evidence include subsurface information aimed at establishing that the limit obtained by the rule of maximum change in gradient would not, for example, equate to the limit of the geological continental margin?

(iv) If such evidence to the contrary is presented as part of a submission, the Commission will request that it be also accompanied by the results of applying the rule of maximum change in gradient.

Figure 6.1

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Figure 6.2

7. Ridges

7.1. Formulation of the problem: paragraphs 3 and 6
7.2. Oceanic ridges and submarine ridges
7.3. Submarine elevations

7.1. Formulation of the problem: paragraphs 3 and 6

7.1.1. The Commission is aware that oceanic and submarine ridges as well as submarine elevations are given special attention in article 76 with respect to issues of entitlement to an extended continental shelf and the delineation of its outer limits.

7.1.2. Article 76 mentions three types of sea floor highs:

• Oceanic ridges of the deep ocean floor (para. 3);
• Submarine ridges (para. 6);
• Submarine elevations (para. 6).

7.1.3. None of these terms is precisely defined. It seems that the term "ridge" is used on purpose, but the link between the "oceanic ridges" of paragraph 3 and the "submarine ridges" of paragraph 6 is unclear. Both terms are distinct from the term "submarine elevations" of paragraph 6.

7.1.4. Paragraph 3 establishes that the continental margin does not include the deep ocean floor with its oceanic ridges:

"The continental margin comprises the submerged prolongation of the land mass of the coastal State, and consists of the sea-bed and subsoil of the shelf, the slope and the rise. It does not include the deep ocean floor with its oceanic ridges or the subsoil thereof."

7.1.5. According to paragraph 6:

"Notwithstanding the provisions of paragraph 5, on submarine ridges, the outer limit of the continental shelf shall not exceed 350 nautical miles from the baselines from which the breadth of the territorial sea is measured. This paragraph does not apply to submarine elevations that are natural components of the continental margin, such as its plateaux, rises, caps, banks and spurs."

7.1.6. This seems to imply that "submarine ridges" and "submarine elevations" are also distinct legal categories, as they are subject to separate provisions regarding the maximum outer limit.

7.1.7. The constraints contained in paragraph 6 for submarine ridges do not apply to submarine elevations that are natural components of the continental margin, such as "plateaux, rises, caps, banks and spurs".

7.1.8. The distinction between the "submarine elevations" and "submarine ridges" or "oceanic ridges" shall not be based on their geographical denominations and names used so far in the preparation of the published maps and charts and other relevant literature. Such a distinction for the purpose of article 76 shall be made on the basis of scientific evidence taking into account the appropriate provisions of these Guidelines.

7.2.1. Ridges under the sea may be formed in a variety of geological processes, including:

• Ridges formed by the sea-floor spreading and associated volcanic-magmatic processes;
• Ridges formed along transform faults and created as an inherent part of the sea-floor spreading process;
• Ridges formed by later tectonic activity resulting in uplift of oceanic crust;
• Ridges formed by volcanic activity related to the movement of crust over a hot spot. These ridges are commonly composed of coalescing volcanic features or seamounts and generally occur on oceanic crust;
• Ridges formed by interaction of oceanic crustal plates;
• Ridges formed by regional excessive volcanism related to plumes of anomalously hot mantle;
• Ridges associated with active plate boundaries and the formation of island arc systems. They could occur as active and inactive (remnant) volcanic arcs, and forearc and back-arc ridges. Such ridges commonly reflect different stages in the progressive development of island arc systems and may result from variations in factors such as the rate and direction of convergence, and from the nature of the plate being subducted;
• Ridges formed by rifting (extension and thinning) of continental crust. This process commonly forms broader features, such as marginal plateaux and rises, but sometimes creates elongated slivers of continental crust separated by oceanic or highly extended continental crust.

7.2.2. This categorization of ridges is not exhaustive and complete owing to the variety of the tectonic settings of the sea floor.

7.2.3. In scientific literature the term "oceanic ridges" is not used in an entirely strict sense. In some cases it clearly refers to oceanic spreading ridges only, while in others it seems to apply to all ridges composed of oceanic basaltic rocks (i.e. the first five categories in the list above). Transform ridges, in cases where they develop through time from a continental crustal environment into an oceanic crustal environment, may be difficult to classify as only one or the other along their full length. The other ridge types, except perhaps for some back-arc ridges, have no relationship to oceanic crust.

7.2.4. Some ridges located within the continental margins have been present since the early evolution of the margin and have influenced it since then. Because of their presence, sediment dispersal and thickness and the morphology of the sea floor may have acquired a unique configuration and individualization within the regional context.

7.2.5. It should be noted that paragraph 6 makes reference to both the category of submarine ridges, and that of submarine elevations that are natural components of the continental margin. At the same time, the Convention recognizes that the provision of paragraph 6 concerning the maximum limit of 350 M applies to submarine ridges.

7.2.6. The Commission feels that the provisions of paragraphs 3 and 6 may create some difficulties in defining ridges for which the criterion of 350 M in paragraph 6 may apply on the basis of the origin of the ridges and their composition.

7.2.7. For example, if the oceanic ridges include the first five types of ridges mentioned above (composed of oceanic basaltic rocks), one may find some examples where the ridges formed along transform faults or by later tectonic activity infringe the continental margin of continents.

7.2.8. Some ridges (including active spreading ridges) may have islands on them. In such cases it would be difficult to consider that those parts of the ridge belong to the deep ocean floor.

7.2.9. Article 76 makes no systematic reference to the different types of the earth's crust. Instead it only makes reference to the two terms: "the natural prolongation of ... land territory" and "the submerged prolongation of the land mass" of coastal States as opposed to oceanic ridges of the deep ocean floor. The terms "land mass" and "land territory" are both neutral terms with regard to crustal types in the geological sense. Therefore, the Commission feels that geological crust types cannot be the sole qualifier in the classification of ridges and elevations of the sea floor into the legal categories of paragraph 6 of article 76, even in the case of island States.

7.2.10. Therefore the Commission feels that in cases of ridges its view shall be based on such scientific and legal considerations as natural prolongation of land territory and land mass, morphology of ridges and their relation to the continental margin as defined in paragraph 4, and continuity of ridges.

7.2.11. As it is difficult to define the details concerning various conditions, the Commission feels it appropriate that the issue of ridges be examined on a case-by-case basis.

7.3.1. The term "submarine elevations" in paragraph 6 includes a selection of highs: "such as plateaux, rises, caps, banks and spurs". The phrase "such as" implies that the list is not complete. Common to all of these elevations is that they are natural components of the continental margin. This makes it relevant to consider the processes that form the continental margins and how continents grow. The growth of the present continents is and/or was primarily caused by geological processes along the continental margins (e.g., Rudnick, 1995). Consequently, the Commission will base its views on "submarine elevations" mainly on the following considerations:

(a) In the active margins, a natural process by which a continent grows is the accretion of sediments and crustal material of oceanic, island arc or continental origin onto the continental margin. Therefore, any crustal fragment or sedimentary wedge that is accreted to the continental margin should be regarded as a natural component of that continental margin;

(b) In the passive margins, the natural process by which a continent breaks up prior to the separation by seafloor spreading involves thinning, extension and rifting of the continental crust and extensive intrusion of magma into and extensive extrusion of magma through that crust. This process adds to the growth of the continents. Therefore, seafloor highs that are formed by this breakup process should be regarded as natural components of the continental margin where such highs constitute an integral part of the prolongation of the land mass.

8. Delineation of the outer limits of the continental shelf based on sediment thickness

8.1. Formulation of the problem: paragraph 4 (a) (i)
8.2. Relevant geophysical techniques and data
8.3. Depth conversion and thickness determination
8.4. Sources and magnitudes of error
8.5. Selection of outermost fixed points of 1 per cent sediment thickness

 

8.1. Formulation of the problem: paragraph 4 (a) (i)

8.1.1. The Commission recognizes that the sediment thickness rule is one of two equally valid formulae for entitlement to the extended continental shelf and the delineation of its outer limits subject to the constraints contained in paragraphs 5 and 6. Paragraph 4 (a) (i) describes this formula as follows:

"(i) a line delineated in accordance with paragraph 7 by reference to the outermost fixed points at each of which the thickness of sedimentary rocks is at least 1 per cent of the shortest distance from such point to the foot of the continental slope; or ..."

8.1.2. The sediment thickness formula opens an avenue for the admission of geophysical evidence in a submission of an extended continental shelf by a coastal State. It has the advantage of accounting for variations in continental rises throughout the world.

8.1.3. This formula is based on a model in which the sediments of the rise thin gradually in a seaward direction. This model links the outer limit of the rise to the thickness of the sediments beneath it (Gardiner, 1978).

8.1.4. A coastal State that intends to apply this provision will have to document the position of the foot of the continental slope and the thickness of sediments in a seaward direction from it. Geoscientists have long recognized that a series of technical issues arises during its implementation. These relate to the identification of the sediment/basement interface, the calculation of sediment thickness and the variability of sediment distribution.

8.1.5. In the ideal morphological model of a passive continental margin, these sediments belong to the continental rise. The geology and morphology of active and sheared continental margins are more complex and usually lack the classical rise but may still comprise considerable volumes of sediments beyond the foot of the slope (see Chapter 6).

8.1.6. The sediments of the classical rise and other sediment wedges adjacent to the foot of the continental slope may consist of material eroded from the adjacent continent and deposited by turbidity and contour currents. These sediments are mixed with pelagic and hemipelagic material and/or pyroclastics, such as ash and lava. The sedimentary facies and morphology of the slope and rise are often severely modified by the slumping and redeposition of sediments.

8.1.7. The rise on a passive continental margin is ideally a wedge-shaped apron formed by sediments lying on oceanic and partly continental basements. The sediment thickness is expected to decrease gradually from the foot of the continental slope towards the abyssal plains of the deep ocean. The basement at the base of the sediments may have very variable dips, but in many cases has a gentle general dip towards the continent. However, for the purpose of implementing paragraph 4 (a) (i), the Commission understands the term "sediment thickness" in accordance with the following definition:

8.1.8. The sediment thickness at any location on the continental margin is the vertical distance from the sea floor to the top of the basement at the base of the sediments, regardless of the slope of the sea floor or the slope of the top basement surface.

8.1.9. The thickness of sediments can be determined by means of direct sampling and indirect methods. Direct sampling is conducted by means of drilling. This is a very costly process, particularly in deep water, and only gives spot values. Indirect methods include acoustic and potential field measurements. These are less expensive, more expeditious and give a better understanding of sediment distribution. However, they require additional information. The method of seismic profiling, for example, needs velocity calibration.

8.1.10. Paragraph 4 (a) (i) implies the determination of the sediment thickness by a measurement of the depth of the top of the basement from the seabed. This determination requires the application of methods to establish the position and shape of the seabed relative to the top of the basement. The most relevant combined data sets for these purposes are those derived from bathymetric and seismic reflection and refraction measurements. The calculation of the vertical distance between the basement and seabed surfaces (i.e. the sediment thickness) involves a conversion of the two-way travel times of the seismic wavelet into depth in metres.

8.1.11. In some cases, especially where seismic reflection data are of poor quality, gravimetric and magnetic data may also be relevant for mapping the top of the basement.

8.1.12. The Commission acknowledges that, for the coastal States located in the southern part of the Bay of Bengal, an exception to the provisions of paragraph 4 is provided for by the Statement of Understanding in Annex II of the Final Act of the Third 51吃瓜 Conference on the Law of the Sea. A State that is entitled to implement this provision, and opts to do so, is expected by the Commission to submit data at fixed points not more than 60 M apart along the submitted boundary line of the continental shelf to document that the thickness of sedimentary rock is not less than 1 kilometre at each of these fixed points.

8.2.1. The Commission will regard the data provided by seismic reflection and seismic refraction surveys as the primary source of evidence for mapping and determining the sediment thickness. Gravimetric and magnetic data may be provided at all times as complementary sources of evidence. These complementary forms of evidence are particularly relevant in instances where only a non-comprehensive seismic database may be available.

8.2.2. A typical area of continental margin will generally have four different types of seismic reflection data derived from:

(a) Regional government/academic/industry multi-channel seismic surveys for reconnaissance of the continental margin;

(b) Localized and detailed 2D and 3D surveys acquired predominantly on the shelf by the hydrocarbon industry;

(c) Localized 2D multi-channel surveys acquired by research institutions for the preparation of scientific drilling of the International Ocean Drilling Programme (ODP) on continental margins; and

(d) Widely spaced and scattered academic/oceanographic institution surveys, often only recorded by means of a single-channel technique.

8.2.3. Multi-channel reflection data form a much more comprehensive source of evidence than data collected by means of single-channel techniques. The overall greater quality and penetration of these multi-channel data offer many advantages for the delineation of the outer edge of the continental margin. Single-channel data are generally of poorer quality, shallower and without velocity information. They are less valuable and often are very randomly distributed.

8.2.4. The Commission will regard multi-channel reflection data as the most authoritative source of evidence for the determination of sediment thickness. Single-channel reflection data may also be provided at all times by coastal States as a supplementary source of evidence.

8.2.5. The Commission is aware that single-channel data might be the only source of seismic reflection data available in some submissions. In these instances, the coastal State will be expected to have analysed all acoustic and potential field geophysical measurements available by means of inverse theory techniques to help render the thickness of sediments in the outer parts of the continental margin.

8.2.6. Seismic refraction methods, including wide-angle reflection methods, give information on the transmission velocities and the nature of the subsurface rock layers. The two main features of the wide-angle method are that:

(a) It employs rather low frequency sources;

(b) The seismic rays are projected obliquely through the geological structures.

8.2.7. The low frequencies allow good penetration. The oblique angles allow the detection and measurement of velocity gradient zones as well as the more abrupt changes, which show up well on reflection profiles. In typical marine wide-angle reflection surveys on continental margins, the recording stations (ocean bottom seismographs) are placed typically 5 km to 10 km apart, providing a corresponding moderate accuracy of the ray trace modelling solutions, velocity and depth estimates. Full details of the source of the data and the processing methods utilized are required in order to determine the validity of the interpretation presented.

8.2.8. Geodetic measurements of the Earth's gravity field may provide evidence in support of a submission. Gravity data can be obtained from sea-floor gravity measurements (Beyer et al., 1966; Zumberge et al., 1994), surface marine gravity surveys (Torge, 1989) and airborne gravity surveys (LaCoste, 1967; Valliant et al., 1985). They can also be derived on a global basis from a combination of multi-satellite altimetry measurements and dynamic orbital analyses (Seeber, 1993). The combination of terrestrial and extraterrestrial gravity estimates, via inverse theory techniques, can provide important insights into the composition and structure of the continental margin, including the delineation of sedimentary basins, and the modelling of sediment thickness and deep crustal structures. Free air anomalies, in particular, may be used as a diagnosis element in order to outline the potential outer edge of the continental margin.

8.2.9. Magnetic data are particularly useful for distinguishing oceanic from continental crust since the magnetic stripes of the oceanic crust are unmistakable. These features led to the scientific breakthrough of the sea-floor spreading hypothesis. Similarly to satellite-derived gravity data, satellite-derived magnetic data can only produce intermediate- to long-wavelength anomaly maps. These satellite-derived magnetic data can be useful in regional compilations of marine magnetic data (Arkani-Hamed et al., 1995).

8.2.10. Again, individual marine magnetic profiles can be modelled to gain greater insight into the nature and depth of the oceanic and continental basements beneath the sediments.

8.2.11. Mapping the top of the sedimentary wedge of the rise is equivalent to mapping the seabed. Modern single-beam and multi-beam swath bathymetric technologies provide the most accurate depth measurements of the seabed (see chap. 4). However, this information is also collected as a by-product of seismic reflection surveys. This by-product information may be used to gain an understanding about the bathymetry and morphology of the sea floor wherever hydrographic measurements are not available.

8.2.12. Seismic reflection-derived bathymetric information should be interpolated and calibrated with that provided by hydrographic surveys wherever possible. This correction is necessary in order to remove errors that arise owing to the lower resolution achieved as a result of the use of lower frequencies in seismic surveys.

8.2.13. The Commission will regard the data provided by hydrographic bathymetric surveys as the primary source of evidence for mapping the sea floor. Bathymetric-derived information from seismic reflection surveys may be provided at all times by coastal States as a complementary source of evidence in a submission. This complementary evidence is particularly relevant in instances where only a non-comprehensive bathymetric database may be available.

8.2.14. However, seismic reflection data have the advantage that the entire sedimentary wedge, from the top to the basement, may be interpreted in the same data set for the purpose of determining its thickness. And for this purpose the errors inherent to seismic-derived bathymetry are not significant.

8.2.15. The basement of the sediment wedge can be oceanic, continental or a combination of both. In the simplest cases, the sediments of the rise rest on oceanic basement all the way from the foot of the continental slope. The oceanic basement generally forms at an oceanic spreading ridge and consists of a peridotitic and gabbroic root complex, an intermediate zone of basaltic dyke intrusions and a thick series of submarine basalt lavas on top. Normally, the formation of the oceanic crust at the spreading ridge is in the range of a few centimetres per year in an environment of moderate sediment input. This means that it is possible to regard the top of the uppermost lava flow as the top of the basement.

8.2.16. In more complex cases, there may be a zone of stretched and thinned continental basement at the base of the sediments proximal to the foot of the slope. The sediments may comprise a pre-rift and a syn-rift sequence overlaid by a post-rift sediment wedge (fig. 8.1). If syn-rift or pre-rift sediments are preserved below the post-rift unconformity, these may be included in the sediment thickness estimation.

8.2.17. The top of the oceanic and continental basements represents a sharp increase in seismic velocities and gives high acoustic impedance contrast relative to the overlying sediments. Much of the energy will be reflected from this surface, and the penetration of energy into the underlying basement is significantly reduced. This results in a very low signal-to-noise ratio of the energy reflected from within the basement, and the internal signature of the basement will be that of random noise. Hence, on a seismic reflection profile, the top of the basement will stand out as a prominent reflector between the well-defined reflectors of an overlying bedded sedimentary sequence and an underlying, high-velocity "noisy" section of the basement. In most cases this will be true where the top of the basement is not too deeply buried (less than ca. 5-6 km). However, in those areas where paragraph 4 (a) (i) applies, the total sediment thickness will usually be of the order of only 1 km to 2 km at the critical location of the outer limit line. In this way, seismic reflection data in most cases will be the best method of identifying the top of the basement in the most critical areas.

8.2.18. In areas of very large sediment thickness or where seismic signals from the top of the basement are masked by interbedded lava, one may resort to seismic refraction methods to define the depth-to-top of the true basement. The identification of the top of the basement is then based on an interpretation of the velocity structure of the whole crust. An estimation of the depth-to-basement within an acceptable range of error requires a data set of good quality and reasonable resolution as well as some degree of calibration by reflection data and gravity modelling. Good quality seismic refraction data may be acquired by modern ocean bottom seismograph (OBS) techniques. The 10 km spacing generally used between the sonobuoys may, however, prove to be too large to provide an acceptable range of error. Experiments show that a closer OBS spacing combined with seismic reflection data improves the resolution considerably (Mjelde et al., 1997).

8.2.19. Modelling based on a combination of gravity and magnetic data may also give an estimated depth-to-top of the basement in areas with thick sediment piles and no interbedded lava or intrusions. The range of error from this method is very large relative to the seismic methods. The error in the determination of the depth-to-top of the basement depends upon the quality of the magnetic data, the densities and susceptibilities used in the calculations and the relative position of the Moho. However, in areas with ice cover or very deep basements, modelling of a combination of a heterogeneous gravity and a magnetic data set may be a valuable supplement to a sparse seismic database used in the mapping of the top of the basement.

8.2.20. Article 76, paragraph 7, states that "the coastal State shall delineate the outer limits of its continental shelf ... by straight lines not exceeding 60 nautical miles in length, connecting fixed points ..." This requirement must be combined with the requirement of paragraph 4 (a) (i) that the sediment thickness at each of the fixed points shall be at least 1 per cent of the shortest distance to the foot of the slope.

8.2.21. The above requirement means that the minimum requirement is a data coverage that documents the required sediment thickness at fixed points at a spacing of maximum 60 M. In principle, the survey must be designed to prove the continuity of the sediments from each selected fixed point to the foot of the slope (see sect. 8.5). One way to achieve the implied minimum standard is to select a series of well documented geophysical profiles from the foot of the slope to their intersection with the claimed delineation line at a spacing of less than 60 M. The seismic lines therefore need to be a maximum of 60 M apart when planning a seismic survey for the purpose of delineating the outer limit of the continental shelf. However, this does not allow for any deviations in the straight-line segments. Thus, a closer line spacing may be considered in order to give more flexibility. The allowed deviation increases with a closer line spacing according to the approximate formula:

Line spacing in nautical miles = Cosine max. angle of deviation from orthogonal * 60 M
(see fig. 8.2).

8.2.22. The 60 M maximum spacing requirement allows coastal States to bridge natural indentations in the sediment thickness rather than following the sometimes meandering path of the precisely measured feature. This may also permit a less detailed sampling over the margin, with a possible reduction of the costs involved in the collection and interpretation of the data. However, it is evident that such a formal minimum data coverage could miss some important details of the morphology of the outer limit of the continental margin, and the resulting 1 per cent line could only be a rough approximation of the true geological limit. Coastal States that suspect that such an approximation will be to their disadvantage will benefit from executing more comprehensive and detailed surveys. In general, the data coverage should reflect the complexity of the outer margin.

8.3.1. The estimation of sediment thickness requires the depth conversion of the interpreted profiles and maps. This depth conversion of the interpreted geophysical data should be documented by the relevant database and the description of the method applied.

8.3.2. Determination of sediment thickness from seismic profiles requires knowledge of the propagation velocity of the seismic signal through the sedimentary section. This velocity can be calculated during the processing of multi-channel seismic data, but owing to uncertainties involved in the procedure, inaccuracies in the calculated interval velocity, and therefore sediment thickness, could typically be 10 per cent.

8.3.3. The velocity of transmission of the acoustic wave through the sub-seabed layers is required not only to determine their thickness, but also to give an indication of the nature of the material. Lower velocities are generally associated with sedimentary material, whereas higher velocities are often associated with metamorphic, igneous or "basement" material. A distinct change in velocities may assist in identifying the base of the sedimentary section.

8.3.4. Velocities of the offshore sedimentary sequence can be obtained by the following methods:

(a) In situ velocity surveys carried out in boreholes;
(b) Measurement of velocity in cores drilled in the sedimentary section;
(c) Analyses of multi-channel seismic reflection data;
(d) Seismic refraction and wide-angle reflection data analysis.

In situ and core measurements are accurate, but rare, and are only locally significant.

8.3.5. In the case of seismic reflection data, the interval velocities are derived from seismic stacking velocities using the Dix equation.1/ Such results are extensive but inherently somewhat inaccurate and only valid to a depth that is related to the length of the receiver array, and are generally more accurate at shallower depths. The accuracy is also related to the geometry and altitude of the reflecting interfaces.

8.3.6. Analysis of seismic refraction and wide-angle reflection data can be used to obtain the velocities of the various major layers, but the derived velocities are averaged over the length of the refraction spread.

8.3.7. The sparsity of samples collected by the Deep Sea Drilling Project/Ocean Drilling Programme throughout the continental margins of the world and the lack of full seismic refraction data coverage point to the seismic velocity data as the most relevant source of information to be collected in order to develop velocity models in most cases.

8.3.9. Depth conversion of seismic data requires velocity data to build a velocity model for the sediment wedge. Such velocity models describe the vertical and/or the lateral variation in seismic propagation velocities within the sedimentary sequences.

8.3.10. All of the available velocity data need to be combined to generate the most comprehensive velocity model for the sedimentary sequence on the continental margin. This would generally be in the form of an interval velocity map/profile or a series of interval velocity maps/profiles, together with a listing of the seismic velocity data, including a brief description of how they were derived, where they apply and an estimate of their accuracy. Where the sedimentary sequence is thick and/or is well known, it may be appropriate to build a more complex multi-layer velocity model that deals separately with distinct sedimentary intervals.

8.3.11. The Commission recommends that the relative range of error inherent in the velocity analysis/velocity picks be presented by coastal States in areas where there are no borehole data for calibration of the Dix interval velocities with respect to real propagation velocities. This may be done by presenting the standard deviation (in Dix interval velocities) for each interval velocity applied in the velocity model.

8.3.12. The normal approach for depth conversion would be to multiply the previously derived time isopach map (or two-way time profile) for the total sediment thickness from the seabed to the top of the basement with the velocity model to arrive at the total sediment thickness. Different outputs might be obtained in general as a result of this operation if the calculations are based on the product of point measurements, or instead the calculations are based on the product of the two contoured surfaces. The former method would seem preferable to the latter.

8.3.13. At the current stage of software development, new techniques (e.g., iterative ray-tracing simulation, pre-stack migration processing) may be a real alternative for some States in the depth conversion of seismic data (both seismic reflection and seismic refraction data). The application of these methods may have real advantages in areas with complex structures and significant velocity anomalies. However, the Commission will consider any depth conversion method the coastal State opts to apply to their data.

8.3.14. The Commission will have to determine the weight it gives to the different types of evidence on a case-by-case basis. It will have to check whether errors have occurred in calculating the sedimentary thicknesses and, if so, whether they were attributable solely to the available velocity control or some other source. The Commission will also have to verify whether the sedimentary extrapolation has been applied correctly from the location of the foot of the continental slope.

8.3.15. The inversion of gravity and magnetic data is not as straightforward as that of seismic data. The existence, uniqueness and optimization of the solution must be analysed. The final output of this inversion is a physical model of the sedimentary wedge that fits all the observations in an optimal way. When the uncertainties in the resulting model are unacceptable, additional data are incorporated in an iterative process.

8.3.16. Whereas bathymetry plays an important role in the three-dimensional modelling of gravity data, the inversion of magnetic data into an analytical signal is essential to define the position of the magnetic source. The final output physical model from an inversion is often very sensitive to inaccuracies in the measured data. The quality of the data is of prime importance in order to ensure the reliability of depth conversion in potential field methods.

8.3.17. The depth data obtained from both gravimetric and magnetic methods should be documented with all the modelling parameters used and a description of the inverse methods applied as well as an assessment of the quality of the data involved in the determinations.

8.4.1. The two most important variables in the determination of sediment thickness are the depth estimates of the top of the basement and the velocity model used for the depth conversion of seismic data.

8.4.2. In many areas the top of the oceanic or continental basement is readily identified by a clear reflector on seismic surveys, owing to its large impedance contrast, in areas where sediment cover is moderate (< 3-4 km). The possibility of selecting the wrong reflector in such areas is low. Thus, the uncertainty in the definition of the top of the basement is also low.

8.4.3. In areas of intercalated lava flows and intrusive magmatic rocks that mask the seismic reflection from the basement surface, the definition of the top of the basement may not be satisfactorily achieved by seismic reflection alone. The application of additional geophysical techniques is necessary. The best supplementary and/or alternative method is probably provided by seismic refraction methods, and ocean bottom seismograph (OBS) methods in particular. In addition, interpretations of the velocity structure of the subsurface based on refraction seismic data are often constrained by gravity modelling of the density structure. The uncertainty in the definition of the top of the basement by refraction data is equal to the uncertainty in the depth conversion based on those data. The range of error in depth to the basement based on a modern OBS data set is typically of the order of 10 per cent to 20 per cent (Mjelde et al., 1997).

8.4.4. The magnitude of errors in the converted depth of an interpreted seismic section is directly proportional to the magnitude of errors in the velocity model applied in the conversion. The magnitude of errors in velocity models based on stacking velocities of seismic reflection data is typically 5 per cent to 15 per cent, depending on the depth and dip of the reflectors interpreted, the quality of the velocity analysis and, to an extent, on the data processing. In general, the combination of shallow depths and good quality velocity analysis results in small errors in depth estimates.

8.4.5. In an iterative ray-tracing process, the magnitude of error in depth estimates is a function of how close it is possible to fit the calculated to the observed travel times.

8.4.6. The Commission will require documentation of the expected ranges of error to be submitted by a coastal State along with a description of the conversion methods applied.

8.4.7. The expected error in the estimated thickness propagates into errors in the position of the 1 per cent sediment line, regardless of the depth conversion method applied.

8.4.8. The 1993 study entitled Definition of the Continental Shelf (51吃瓜, 1993) briefly mentions the calculation of the magnitude of error in horizontal distance owing to error in the calculation of sediment thickness. The Commission proposes a more sophisticated method by applying the following formula, which also takes into account the slope of the seabed and the dip of the top surface of the basement:

where 螖X is the error in distance, 螖Y is the error in thickness, 胃 is the angle of dip of the top of the basement, 伪 is the slope of the sea floor and b is the angle between the top of the basement and the 1 per cent line (i.e., the line showing the thickness increasing by 1 per cent of the distance from the starting point).  For the normal range in gradient of the rise (between 0.07掳 and 1.15掳 ) and with a 0.2掳 dip of the top of the basement towards the continent, an error of 卤100 m in thickness translates to between 卤7 km and 卤3 km error in distance. From figure 8.3 it can be seen that the error in distance decreases as the dip of the base of the sediments towards the foot of the continental slope increases (胃 increases). The same effects appear when keeping the top of the basement fixed and imagining varying degrees of slopes of the ocean floor: steepening of the ocean floor leads to smaller ranges of error in distance (伪 increases).

8.5. Selection of outermost fixed points of 1 per cent sediment thickness

8.5.1. Paragraph 4 (a) (i) establishes the requirement of a line delineated in accordance with paragraph 7 by reference to the outermost fixed points at each of which the thickness of sedimentary rocks is at least 1 per cent of the shortest distance from such point to the foot of the continental slope. This implies that the sediment thickness at each fixed point must be documented by data acquired at that location by either borehole, seismic or other geophysical data. Locating the fixed points on the basis of an isopach map is not an acceptable procedure to the Commission since the interpolation inherent in the contouring introduces a new source of uncertainty and it is not strictly covered by paragraph 4 (a) (i).

8.5.2. A jagged sea-floor and/or basement surface may cause large local variations in sediment thickness. This is a typical feature of oceanic and rifted continental basements. In these cases, the sediments in the area of the outer limit of the continental margin may, over a relatively short distance, repeatedly vary from the required thickness to less than the required thickness. This bathymetric and geological scenario may then produce several locations where the requirement for a 1 per cent or greater sediment thickness is satisfied along the same profile.

8.5.3. The Commission is guided here by paragraph 4 (a) (i), which states that the line shall be delineated by reference to "the outermost fixed points at each of which the thickness of sedimentary rocks is at least 1 per cent ..." The Commission invokes a principle of continuity in the implementation of this provision to state that:

(a) To establish fixed points a coastal State may choose the outermost location where the 1 per cent or greater sediment thickness occurs within and below the same continuous sedimentary apron; and that

(b) For each of the fixed points chosen the Commission expects documentation of the continuity between the sediments at those points and the sediments at the foot of the continental slope.

8.5.4. Locating the fixed points based on a calculated distributed average sediment thickness is not regarded as an acceptable solution to the problem of a jagged topography.

8.5.5. Another aspect of paragraph 4 (a) (i) is the measurement of distance: "the outermost fixed points at each of which the thickness of sedimentary rocks is at least 1 per cent of the shortest distance from such point to the foot of the continental slope". By "the shortest distance" the Commission understands: the shortest distance measured along a geodesic on the surface of the ellipsoid associated to the geodetic reference system used by the coastal State in the submission.

Figure 8.1

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Figure 8.2

Figure 8.3

9.1. Formulation of the problem: paragraph 8 and Annex II
9.2. Bathymetric and geodetic data
9.3. Geophysical and geological data
9.4. Digital and non-digital data
9.5. Checklist of relevant supporting information and data

 

9.1.1. The Commission acknowledges that coastal States have an obligation to submit information on the limits of the extended continental shelf for the purpose of making recommendations. Paragraph 8 describes this obligation as follows:

"Information on the limits of the continental shelf beyond 200 nautical miles from the baselines from which the breadth of the territorial sea is measured shall be submitted by the coastal State to the Commission on the Limits of the Continental Shelf set up under Annex II on the basis of geographical representation. The Commission shall make recommendations to coastal States on matters related to the establishment of the outer limits of their continental shelf. The limits of the shelf established by a coastal State on the basis of these recommendations shall be final and binding."

9.1.2. The Commission recognizes that one of its two functions prescribed in Annex II is to consider the data and material submitted by coastal States and to make recommendations in accordance with article 76 and the Statement of Understanding of 1980. Annex II, article 3 (1) (a), describes this function as follows:

"1. The functions of the Commission shall be:

(a) to consider the data and other material submitted by coastal States concerning the outer limits of the continental shelf in areas where those limits extend beyond 200 nautical miles, and to make recommendations in accordance with article 76 and the Statement of Understanding adopted on 29 August 1980 by the Third 51吃瓜 Conference on the Law of the Sea".

9.1.3. The submission will be divided in three separate parts in accordance with the Modus Operandi of the Commission (CLCS/L.3). The requested format contains an executive summary (22 copies), a main body (8 copies) and all supporting scientific and technical data (2 copies).

9.1.4. The executive summary will contain the following information:

(a) Charts at an appropriate scale and coordinates indicating the outer limits of the continental shelf and the relevant territorial sea baselines;

(b) Which provisions of article 76 are invoked to support the submission;

(c) The names of any Commission members who gave advice in the preparation of the submission; and

(d) Any disputes as referred to in rule 44 and annex I to the Rules of Procedure of the Commission.

9.1.5. The main body will contain a detailed description of the data set, maps, technical procedures and scientific methodologies applied in the implementation of article 76. References to the basic data will be documented at each relevant step.

9.1.6. The third part will contain a copy of all data referred to in the main body, which will be arranged in separate annexes. All data submitted by the coastal State in support of its submission will be considered by the Commission.

9.2.1. The complete bathymetric data set used in the preparation of a submission may include any of the following measurements, or a combination thereof:

(a) Single-beam echo sounding measurements;

(b) Multi-beam echo sounding measurements;

(c) Bathymetric side-scan sonar measurements;

(d) Interferometric side-scan sonar measurements;

(e) Seismic reflection-derived bathymetric measurements;

(f) Light detection and ranging (LIDAR) measurements.

9.2.2. This information will be included in the second and third parts of the submission. Whereas only a part of it may be needed in the main body, the full bathymetric database will be regarded as an essential component of the supporting scientific and technical data.

9.2.3. The complete bathymetric data set used in the submission will be included by the coastal State in its third part as an annex. This information can be made available to the Commission in an analytical form as compilation charts depicting soundings or, whenever possible, in digital form in a Hydrographic Information System (HIS) database by means of coordinates of latitude, longitude and depth.

9.2.4. Bathymetric data should be processed as much as possible to represent the correct depth. Spurious depth measurements should have been edited out.

9.2.5. A full technical description of the bathymetric database will include the following information:

• Source of the data;
• Sounding survey techniques and their technical specifications;
• Geodetic positioning methods and reference system;
• Time and date of the survey;
• Corrections applied to the data for speed of sound in water, calibration and other;
• A priori or a posteriori estimates of random and systematic errors;
• Geodetic reference system;
• Geometric definition of straight, archipelagic and closing baselines.

9.2.6. The main body of the submission will include all the necessary cartographic products derived from the compiled bathymetric database. These cartographic products may include the following analytic or digital forms:

• Two-dimensional depth profiles;
• Three-dimensional bathymetric models;
• Charts and maps with contours.

9.2.7. Each cartographic product will be accompanied by a detailed description of the mathematical methodology and bathymetric data used to produce it. The Commission will pay particular attention to the transit from numeric soundings to analytic functions. The coastal State may be requested by the Commission to document the following information:

• Interpolation or approximation method;
• Density of measured bathymetric data;
• Perceptual elements such as map projections, vertical and horizontal scales, contour intervals, units, colours and symbols.

9.2.8. Wherever the bathymetric information presented to the Commission may be a filtered or smoothed subset of the original data, a full description of the methodology employed to produce it will be reported by the coastal State.

9.2.9. Coastal States will be requested to provide information about the geodetic reference system used in the submission. Coordinate transformation parameters from this system to ITRF94 or WGS84 (G873) will be requested whenever one of these systems is not used in a submission.

9.2.10. Geodetic information may need to be included about some baselines from which the breadth of the territorial sea is measured. This will be the case only for those baselines which define a line at a distance of 350 M, if this constraint is applied at all to define the outer limits of the continental shelf. The following information may be requested by the Commission:

• Source of the data;
• Geodetic positioning technique and reference system;
• Corrections applied to the data;
• Geodetic definition in the case of straight or archipelagic baselines;
• A priori or a posteriori estimates of random and systematic errors;
• Geodetic reference system;
• Geometric definition of straight, archipelagic and closing baselines.

9.3.1. Seismic data may include both seismic reflection and seismic wide-angle reflection/refraction data.

9.3.2. The submission ought to include a list of all seismic surveys used in relation to the submission. This should be supplemented with one or several maps showing the line coverage of each survey. Several surveys may be combined in one map provided that the distinction between them is indicated.

9.3.3. Navigation and data records should be annotated in the same units. Multi-channel seismic reflection lines are usually annotated in shot points, common depth points (CDPs) or both. These are not interchangeable, and should accordingly be labelled clearly.

9.3.4. Seismic lines must be tied to a navigation plot and annotated in the same units as the seismic line (shot points, CDPs).

9.3.5. Multi-channel seismic data should be processed to at least the necessary level of quality to justify the particular approach used. A description of the acquisition parameters and the processing sequence should either appear on the individual seismic line or be included separately for each survey in the submission. This should also include information on the cruise or ship on which the data were collected and the dates of collection and of processing of the data. In addition, seismic lines should have a vertical scale in seconds, an indication of direction and an indication of horizontal scale.

9.3.6. Unmarked copies of the seismic lines are needed, together with the interpretation of the same lines, in order for the Commission to observe the details of the interpretation.

9.3.7. The format of analogue records is essentially the same as for digital seismic records. The records are often annotated with time-of-day, and navigation data with this annotation need to be provided. Vertical and horizontal scales should be noted, as well as an indication of the direction of the profile.

9.3.8. Seismic velocity data used for depth conversion should be submitted together with a description of how they were derived, where they apply and an estimate of their accuracy. This applies to both stacking velocities from multi-channel reflection seismic and interval velocities derived from wide-angle reflection/refraction seismic data. For the specific seismic lines that document the sediment thickness at the outermost fixed points of the outer limit line, the actual velocity analysis from the processing job should be submitted at least for a part of the line where it crosses the fixed points.

9.3.9. The complete gravity database used in the preparation of a submission may include a combination of:

• Marine, aerial and sea-bottom gravimeter measurements; and
• Gravity values derived from satellite altimetry and orbital analyses.

9.3.10. This information will be included in the second and third parts of the submission. Whereas only a part of it may be needed in the main body, the full gravity database will be regarded as an essential component of the supporting scientific and technical data.

9.3.11. The complete gravity database used in the submission will be included by the coastal State in its third part as an annex. This information can be made available to the Commission in an analytical form as compilation maps depicting observed values or, whenever possible, in digital form in a Geographic Information System (GIS) database by means of coordinates of latitude, longitude and gravity or gravity anomaly. The coastal State will be required to document the following information:

• Source of the data;
• Gravity meters and their technical specifications;
• Geodetic positioning methods;
• Time and date of the survey;
• Corrections applied to the data: tides, E枚tv枚s and other;
• A priori or a posteriori estimates of random and systematic errors;
• Geodetic reference system; and
• Geometric definition of straight, archipelagic and closing baselines.

9.3.12. The data should be accompanied by a description of the acquisition parameters (including track direction, elevation and position control), correction procedures and a contoured anomaly map which also displays the actual data coverage.

9.3.13. Maps and profiles should be clearly marked with geodetic coordinates and a reference to original data on which they are based (survey names).

9.3.14. The complete magnetic database used in the preparation of a submission may include a combination of:

• Marine and aerial fluxgate and proton-precession magnetometer measurements; and
• Magnetic values derived from satellite observation campaigns.

9.3.15. Magnetic data may include data of varying vintages and acquisition methods (ship or airborne). A list of all magnetic surveys and their year of acquisition should be provided together with a map showing the outline of each separate survey.

9.3.16. The data should be accompanied by a description of the acquisition parameters (including track direction, elevation and position control), correction procedures and a contoured anomaly map which also displays the actual data coverage.

9.3.17. In the case of evidence to the contrary, it is recommended, in addition to the information described in the checklist in section 9.5, to include the following data obtained from sampling and coring of crustal subcrops at the continental margin with information about the source of the data:

• Lithology;
• Radiometric/palaeontological/palaeomagnetic age dating;
• Geochemical-isotope geochemical results.

9.4.1. All the previous types of data may be presented as geological/ geomorphologic profiles and cross-sections. Such profiles and cross-sections should be clearly marked with references to the specific data (seismic, gravity, magnetic or bathymetry) on which they are based (e.g., on a geological cross-section based on a seismic interpretation, the shot-point positions and the identification of the seismic line may be included along the base of the cross-section; if a cross-section consists of a combination of several segments of different seismic lines, each of the original segments should be labelled and the tie points between them indicated).

9.4.2. The geodetic positions of all profiles must be given, preferably on maps. Geological/geomorphologic features shall be shown on those maps. Vertical and horizontal scales should be noted, as well as an indication of the direction of the profile or cross-section. Vertical axis may be in time (milliseconds) or depth (metres).

9.4.3. In the case of depth sections based on seismic data, a description of the velocity data and the conversion method is requested.

9.4.4. In the case of crustal structure cross-sections based on gravity data, information on the densities and the calculation methods and software applied must be included.

9.4.5. It is recommended that the geophysical and bathymetric data and their interpretation documenting the sediment thickness and the foot of the continental slope be presented as a series of charts, maps, profiles and other graphics.

9.4.6. The final graphics may vary greatly depending on the chosen vertical and horizontal scales, and the methods of interpolation, extrapolation, contouring and various types of digital processing. The Commission therefore requires due references to the original data and a description of the methods involved in order to verify the quality and reliability of a graphic presentation.

9.4.7. An important part of any submission should be a series of maps which ties all the data submitted into a common geodetic frame of reference. It is reasonable to suggest that the scale and projection for all submitted maps or groups of maps (ships' tracks, bathymetry, sediment isopach maps, depth of basement, as well as other possible maps, such as magnetic anomaly maps, gravity maps or wide-angle reflection/refraction lines) should be the same. Every map should be supported by the database, preferably in digital form, from which it was derived.

9.4.8. Latitude and longitude should be clearly marked on maps. It should be clear whether the units are degrees/minutes or decimal degrees. Maps should be large enough so that details of the cruise tracks are visible and track annotations are legible.

9.4.9. In support of the executive summary to be submitted, it will be necessary to prepare a map of the outer limits of the continental shelf, indicating the criteria on which the submission is based. Such a map should be on a scale suitable to fit A4 size paper and should cover the full extent of the continental shelf, up to its outer limit.

9.4.10. The coastal State can use the colour schemes, symbology and type of projection deemed adequate to the cartographic representation.

9.4.11. Maps, charts and databases submitted to the Commission must bear the authentication from the national agency of the respective coastal State which is legally authorized to certify its quality and reliability.

9.4.12. The coastal State may use data collected with a range of techniques from a wide variety of sources in establishing the outer limits of the continental shelf. In recent years, however, most bathymetric and geophysical data have been captured, processed and stored in digital form. Therefore, the coastal State may find it convenient to submit much of its material in digital form.

9.4.13. The coastal State can submit digital data in any internationally recognized format.

9.5.1. The submission in support of the outer limit of the continental shelf of a coastal State may include one of five possible cases at any point along the limiting line:

1:    A line delineated at a distance of 60 M seaward from the foot of the continental slope (in accordance with article 76 (4) (a) (ii)); or

2:    A line along which the sediment thickness is 1 per cent of the shortest distance from the foot of the slope (in accordance with article 76 (4) (a) (i));

and not further than

3:    A line delineated at a distance of 350 M from the baselines; or

4:    A line delineated at a distance of 100 M from the 2,500-metre isobath; or

5:    A limit agreed to by States with opposite or adjacent coasts (in accordance with article 83).

9.5.2. For each of these cases, the Commission may request that it be provided with the information indicated under the corresponding case code in the table below:

"Y" indicates that provision of this information is necessary for the Commission and the subcommission to discharge their responsibilities;

"R" indicates that provision of this information is recommended to assist the Commission and the subcommission in discharging their responsibilities.

10. References and bibliography

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Appelbaum, L. T. (1982). Geodetic Datum Transformation by Multiple Regression Equations. Proceedings of the Third International Geodetic Symposium on Satellite Doppler Positioning, New Mexico State University, Las Cruces, New Mexico, 8-12 February, p. 207-223.

Arkani-Hamed, J.; J. Verhoef; W. Roest; R. Macnab (1995). The intermediate-wavelength magnetic anomaly maps of the North Atlantic Ocean derived from satellite and shipborne data. Geophysical Journal International 123, 727-743.

Bally, A. W. (ed.) (1988) Atlas of Seismic Stratigraphy. AAPG Studies in Geology No. 27, vol. 1-3, American Association of Petroleum Geologists.

Bell, T. H. (1979). Mesoscale sea floor roughness. Deep-Sea Research 26 (1A): 65-76.

Bennet, J. O. (1996). Mapping the Foot of the Continental Slope with Spline Smoothed Data using the Second Derivative in the Gradient Direction. Proceedings of the Second International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 1-4 July, p. 303-335.

Beyer, L. A., R. E. von Huene, T. H. McCullogh and J. R. Lovett (1966). Measuring gravity on the sea floor in deep water. Journal of Geophysical Research 71: 2091-2100.

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Boucher, C., Z. Altamimi, M. Feissel and P. Sillard (1996). Results and Analysis of the ITRF94. International Earth Rotation Service. IERS Technical Note 20, Paris, Observatoire de Paris.

Boucher, C., Z. Altamimi and P. Sillard (1998). Results and Analysis of the ITRF94. International Earth Rotation Service. IERS Technical Note 24, Paris, Observatoire de Paris.

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Carrera, G. (1992). An Iterative Method for the Investigation of Archipelagic Status. Proceedings of the First International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 8-11 June, p. 80-84.

Carrera, G. (1992). The Electronic Chart Display and Information System (ECDIS) and International Maritime Boundaries. Proceedings of the First International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 8-11 June.

Carrera, G. and R. Macnab (1996). Maritime Spaces in the Arctic Ocean: some hypothetical and not-so-hypothetical scenarios. Presentation at the Boundaries and Energy: Problems and Prospects Conference. International Boundaries Research Unit, Durham, United Kingdom, 18 July 1996. Also in the Proceedings of the Second International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 1-4 July 1996, p. 169-182.

Coffin, M. F. and O. Eldholm (eds.) (1991). Large Igneous Provinces: JOI/USSAC Workshop Report. University of Texas at Austin for Geophysics, Technical Report No. 4.

COSOD II (1987): Report of Second Conference of Scientific Ocean Drilling <COSOD II>. France, European Science Foundation (ESF).

Couper, A. D. (1989). The Times Atlas and Encyclopaedia of the Sea. London, Times Books Limited.

Cunningham, J. and V. L. Curtis (1996). WGS84 Coordinate Validation and Improvement for the NIMA and Air Force GPS Tracking Stations. Dahlgren Division, Naval Surface Warfare Center, NSWCDD/TR-96/201, November 1996.

Defense Mapping Agency (1984). Department of Defense World Geodetic System 1984: Its Definition and relationships with Local Geodetic Systems. DMA Technical Report TR 8350.2, 2nd ed. (1991).

Edwards, J. D. and P. A. Sangrossi (eds.) (1990). Divergent/Passive Margin Basins. AAPG Memoir 48, American Association of Petroleum Geologists.

Fox, C. G. and D. E. Hayes (1985). Quantitative methods for analyzing the roughness of the seafloor. Reviews of Geophysics 23 (1): 1-48.

Gardiner, P. R. (1978). Reasons and methods for fixing the outer limit of the legal continental shelf beyond 200 nautical miles. Revue iranienne des relations internationales (Tehran), Nos. 11-12, 145-170.

Gidel, G. C. (1932). Le droit international de la mer, vol. 3, p. 510.

Harsson, B. G. (1992). Baseline determination: Experiences in Norway. Proceedings of the First International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 8-11 June 1992, p. 31-33.

Hedberg, H. D. (1976). Relation of Political Boundaries on the Ocean Floor to the Continental Margin. Virginia Journal of International Law 17 (1): 57-75.

Herzfeld, U. C. (1993). A Method for Seafloor Classification Using Directional Variograms, Demonstrated for Data from the Western Flank of the Mid-Atlantic Ridge. Mathematical Geology 25 (7): 901-924.

Hinz, K. (1981). An Hypothesis on Terrestrial Catastrophes: Wedges of very thick oceanward dipping layers beneath passive continental margins. Geol. Jahrbuch, Reihe E, H.22: 3-23.

International Hydrographic Organization (1993). Specifications for Chart content and display aspects of ECDIS, 3rd ed. International Hydrographic Bureau, Special Publication No. 52, Monaco.

International Hydrographic Organization (1998). IHO Standards for Hydrographic Surveys, 4th ed. Special Publication No. 44, Monaco.

Kumar, M. (1992). Use of World Geodetic System 1984 as a Global Reference. Proceedings of the First International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 8-11 June 1992, p. 106-115.

LaCoste, L. J. B. (1967). Measurement of gravity at sea and in the air. Reviews of Geophysics 5, 477-526.

Lapidus, D. F. (1990). Collins Dictionary of Geology. London, Harper Collins.

Malys, S. and J. A. Slater (1994). Maintenance and Enhancement of the World Geodetic System 1980. Proceedings of ION GPS-94, 7th International Technical Meeting of the Satellite Division of the Institute of Navigation, Salt Lake City, Utah, p. 17-24.

Malys, S., J. A. Slater, R. W. Smith, L. E. Kunz and S. C. Kenyon (1997). Refinements to the World Geodetic System 1984. Proceedings of ION GPS-97, 10th International Technical Meeting of the Satellite Division of the Institute of Navigation, Kansas City, Missouri, p. 841-850.

Mandelbrot, B. (1977). Fractals: Form, Chance and Dimension. San Francisco, W. H. Freeman.

McCarthy, D. D. (ed.) (1996). IERS Conventions (1996). International Earth Rotation Service. IERS Technical Note 21, Paris, Observatoire de Paris.

Macnab, R., M. Sorokin, R. Jackson and Y. Kazmin (1996). Submerged Prolongations of the Continental Margin beyond 200 Nautical Miles in the Arctic Ocean: Implications for Article 76 Implementations. Proceedings of the Second International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 1-4 July 1996, p. 365-376.

Mjelde, R., S. Kodaira, P. Digranes, H. Shimamura, T. Kanazawa, H. Shiobara, E. W. Berg and O. Riise (1997). Comparison between a Regional and Semi-regional Crustal OBS Model in the V酶ring Basin, Mid-Norway Margin. Pure and Applied Geophysics 149: 641-665.

Monahan, D.and M. J. Casey (1985). Contours and contouring in hydrography.

Part I - The Fundamental Issues. The International Hydrographic Review,

July, vol. LXII, No. 2, pp. 105-120.

Moritz, H. (1984). Geodetic Reference System 1980. Bulletin g茅od茅sique, vol. 58, No. 3: 388-398.

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Nordquist, M. H. (Editor-in-Chief) (1985-1993). 51吃瓜 Convention on the Law of the Sea 1982: A Commentary. Volume I: Text of Convention and Introductory Material. Nordquist, M. H. (ed.); Volume II: Second Committee: Articles 1 to 85. Annexes I and II, and Final Act, Annex II. Nandan, S. N., S. Rosenne and N. R. Grandy (eds.); Volume III: Second Committee: Articles 86 to 132, and supplementary documents. Nandan, S. N., S. Rosenne and N. R. Grandy (eds.); Volume IV: Third Committee: Articles 192 to 278, and Final Act, Annex VI. Rosenne, S. and A. Yankov (eds.); Volume V: Settlement of Disputes, General and Final Provisions: Articles 279 to 320, Annexes V, VI, VII, VIII and IX, and Final Act, Annex I, Resolutions I, III and IV. Rosenne, S. and L. B. Sohn (eds.). Dordrecht, Martinus Nijhoff.

Ocean Drilling Program (ODP)/JOIDES (1996). Understanding our dynamic earth through ocean drilling. Ocean Drilling Program Long Range Plan. Washington, D.C., Joint Oceanographic Institutions, Inc.

Ou, Z. and P. Van铆cek (1996). Automatic Tracing of the Foot of the Continental Slope. Marine Geodesy 19 (2): 181-195.

Ou, Z. and P. Van铆cek (1996). The Effect of Data Density on the Accuracy of Foot-line Determination through Maximum Curvature Surface by Automatic Ridge-tracing Algorithm. International Hydrographic Review LXXIII (2): 27-38.

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Swift, E. R. (1994). Improved WGS84 Coordinates for the DMA and Air Force GPS Tracking Sites. Proceedings of ION GPS-94, 7th International Technical Meeting of the Satellite Division of the Institute of Navigation, Salt Lake City, Utah, p. 285-292.

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51吃瓜 (1997). Office of Legal Affairs: Division for Ocean Affairs and the Law of the Sea. Commission on the Limits of the Continental Shelf: its functions and scientific and technical needs in assessing the submission of a coastal State. 10 June 1996 (SPLOS/CLCS/INF/1).

51吃瓜 (1997). Office of Legal Affairs: Division for Ocean Affairs and the Law of the Sea. The Law of the Sea. Official Texts of the 51吃瓜 Convention on the Law of the Sea of 10 December 1982 and of the Agreement relating to the Implementation of Part XI of the 51吃瓜 Convention on the Law of the Sea of 10 December 1982 with Index and excerpts from the Final Act of the Third 51吃瓜 Conference on the Law of the Sea. Sales No. E.97.V.10.

51吃瓜 (1998). Commission on the Limits of the Continental Shelf. Rules of Procedure of the Commission on the Limits of the Continental Shelf. 4 September 1998 (CLCS/3/Rev.2).

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Van铆cek, P. (ed.) (1990). Geodetic Commentary to TALOS Manual. Appendix to Special Publication No. 51. Monaco, International Hydrographic Bureau.

Van铆cek, P. (1992). The problem of a maritime boundary involving two horizontal geodetic datums. Proceedings of the First International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 8-11 June 1992, p. 97-105.

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Van铆cek, P. and Z. Ou (1996). Automatic tracing of continental slope foot- line from real bathymetric data. Proceedings of the Second International Conference on Geodetic Aspects of the Law of the Sea, Bali, Indonesia, 1-4 July 1996, p. 267-302.

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Zumberge, M. A., E. L. Canuteson and J. A. Hildebrand (1994). The utility of absolute gravity measurements on the sea floor, Proceedings of the International Symposium on Marine Positioning, INSMAP 94, University of Hanover, Hanover, Germany, 19-23 September, p. 87-94.

LIST OF INTERNATIONAL ORGANIZATIONS

The list provided below is a non-exhaustive compilation of the names and Web sites of international organizations which might have access to data and information of potential interest to coastal States during the preparation of submissions in respect of the outer limits of their continental shelf beyond 200 nautical miles. The Commission includes the names of these organizations in an attempt to foster international scientific cooperation. The list is not intended to identify the names of international organizations with which the Commission may cooperate with a view to exchanging scientific and technical information which might be of assistance in discharging its responsibilities according to annex II, article 3, paragraph 2.

The list is arranged under five main sections. The first contains specialized agencies of the 51吃瓜 system. The second names other scientific bodies of the 51吃瓜. The third section includes the names of relevant international members, scientific associates and other bodies of the International Council of Scientific Unions (ICSU), a Formal Associate of the 51吃瓜 Educational, Scientific and Cultural Organization (UNESCO) since 1995. The fourth section contains the names of ongoing international scientific programmes conducted by a number of organizations whose data and research might prove valuable to coastal States. The last section includes the names of regional organizations and programmes.

Whereas the following international organizations have the responsibility of promoting the development of knowledge and research in their respective disciplines, according to Annex II, the Commission has the sole responsibility of making recommendations and providing scientific and technical advice in relation to submissions of limits of the extended continental shelf made by coastal States.

1. Specialized agencies of the 51吃瓜 system

1.1 International Maritime Organization (IMO)
http://

1.2   51吃瓜 Educational, Scientific and Cultural Organization (UNESCO)
        http://

1.2.1    Intergovernmental Oceanographic Commission (IOC)
    http://

Committee on International Oceanographic Data and Information Exchange (IODE)
    http://

Consultative Group on Ocean Mapping (COM)
    http://

Global Ocean Observing System (GOOS)
    http://

Joint IOC-IHO Guiding Committee for the General Bathymetric Chart of the Oceans (GEBCO)
    http://

2. Other 51吃瓜 bodies

2.1 Coordinating Committee for Coastal and Offshore Geoscience Programmes in East and South-East Asia (CCOP)
    e.mail:  ccopts@ccop.or.th

2.2    Inter-secretariat Committee on Scientific Programmes relating to Oceanography (ICSPRO)
    http://www.un.org/Depts/los/loscord.htm#ICSPRO

3. International Council of Scientific Unions (ICSU)
    http://

Members:

3.1 International Geographical Union (IGU)
    http://

Commission on Marine Geography http://

3.2 International Union of Geodesy and Geophysics (IUGG)
    http://

3.2.1 International Association of Geodesy (IAG)
    http://

Committee on Geodetic Aspects of the Law of the Sea (GALOS)
    http://

3.2.2 International Association of Physical Sciences of the Oceans (IAPSO)
    http://

3.3 International Union of Geological Sciences (IUGS)
    http://

Working Group on Marine Geology
    http://

Scientific associates:

3.4 F茅d茅ration International des G茅ometres (FIG)
    http://

Commission 4 Hydrography
    http://

3.5 International Cartographic Association (ICA)
http://

Working Group on Marine Cartography
    http://

Working Group on Map Generalization
    http://

3.6 International Hydrographic Organization (IHO)
    http://

International Data Center for Digital Bathymetry (IHO DCDB)
    http://

Advisory Board on Hydrographic and Geodetic Aspects of the Law of the Sea (ABLOS) with the International Association of Geodesy (IAG)
    http://

3.7 International Society for Photogrammetry and Remote Sensing (ISPRS)
    http://

Interdisciplinary bodies:

3.8 International Arctic Science Committee (IASC)
    http://

3.9 Scientific Committee on Antarctic Research (SCAR)
    http://

3.10 Scientific Council on Oceanic Research (SCOR)
    http://

Permanent services and panels:

3.11 Federation of Astronomical and Geophysical Data Analysis Services (FAGS)
    http://

3.11.1 Bureau Gravim茅trique International (BGI)
    http://

3.11.2 International GPS Service
    http://

3.12 Panel on World Data Centres (WDC)
    http://

3.12.1 WDC-A for Solid Earth Geophysics
    http://

3.12.2 WDC-A Oceanography
    http://

3.12.3 WDC-B Marine Geology and Geophysics
    http://

3.12.4 WDC-B Oceanography
    http://

Inter-Union Commissions:

3.13 Inter-Union Commission on the Lithosphere (ICSU-IUGG-IUGS)
   

4. International scientific programmes

4.1 International Geological Correlation Programmes
    http://

4.2 International Lithosphere Programme
    http://

4.3 Ocean Drilling Program (ODP)
    http://

5. Regional organizations and programmes

5.1 South Pacific Applied Geoscience Commission
    http://

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