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Leonard A' Nurse

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Title: Leonard A' Nurse


1
OCEANOGRAPHIC AND RELATED CONSIDERATIONS FOR
COASTAL ENGINEERING DESIGN IN THE SMALL ISLAND
STATES OF THE CARIBBEAN
  • Leonard A. Nurse
  • Coastal Zone Management Unit, Barbados
  • lnurse_at_coastal.gov.bb

2
OBJECTIVES OF PRESENTATION
  • ?To highlight key oceanographic, ecological and
    related characteristics and processes which are
    critical to coastal engineering practice in the
    Caribbean and
  • ?To identify ways in which IOCARIBE-GOOS can
    contribute to the improvement of coastal
    engineering design in the sub-region.

3
SHALLOW WATER (NEARSHORE) WAVE CLIMATE
  • Generally, deep water wave climate tends to be
    relatively constant, over large areas. However,
    close to shore wave climate exhibits marked
    spatial variation owing to changes in bathymetry,
    sheltering effects, presence of reefs, shoreline
    configuration, etc.
  • ?Characterization of the nearshore wave regime is
    essential in coastal engineering design. For
    example
  • ?Significant wave height, refraction and
    diffraction effects influence the crest
    elevation, length, width, armour size, slope and
    orientation of a structure.

4
Nearshore Wave Climate (contd)
  • For most of the insular Caribbean, relatively low
    energy is experienced most of the year, except
    during
  • ?Winter Swells long-period high-energy waves,
    generated by extra-tropical (North Atlantic)
    synoptic scale weather systems. These events
    cause severe beach erosion and property damage.
    Typically, swell wave heights vary between
    1.5-3.0 m, period 8-12 s-1.

5
Nearshore Wave Climate (contd)
  • ?Passage of tropical storms and hurricanes Most
    countries in region fall within the Atlantic
    hurricane belt. Designing structures to withstand
    hurricanes presents a considerable challenge.
  • ?Depending on the category of system, significant
    wave heights exceeding 10.0 m, with periods
    exceeding 14 s-1 can occur.
  • ?Human and economic losses, and damage to
    infrastructure can be great.

6
WATER LEVEL FLUCTUATIONS
  • Storm Surge This is a major design consideration
    for both coastal and offshore structures in the
    Caribbean.
  • ?Associated with an abrupt fall in atmospheric
    pressure, associated with passage of hurricanes.
  • ?Triggers strong onshore winds and large surface
    waves, causing the piling up of water at the
    coast (a 1-inchdrop in barometric pressure
    produces approximately a 13-inch rise in water
    level). Flooding, erosion and infrastructure
    damage frequently result.

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9
WATER LEVEL FLUCTUATIONS (contd)
  • Seiches These are standing waves of relatively
    long period, and often form at the cessation of
    winds which produce storm surge.
  • ?Water mass sloshes back and forth, as disturbed
    sea surface attempts to regain equilibrium.
  • ?Can pose serious problems in harbors and marinas
    - damage to boats and scour protection affects
    berthing, loading/offloading. Engineering design
    must take this phenomenon fully into
    consideration.

10
WATER LEVEL FLUCTUATIONS (contd)
  • Tides constitute a factor which coastal engineers
    cannot afford to ignore. In the insular
    Caribbean, astronomical tides are typically
    semi-diurnal, with a normal range of
    approximately 0.5 m, while extreme range is
    around 1.0 m.
  • ?Although values may appear to be small,
    significant wave heights associated with
    high-energy events coinciding with high tide
    (especially high spring tide) can be so
    exaggerated, that allowances must be made to
    accommodate these in the design of coastal
    structures.

11
WATER LEVEL FLUCTUATIONS (contd)
  • Relative Sea-Level Rise For most of the
    sub-region available data is inadequate for
    discerning clear trends.
  • ?However, where relative sea-level rise is real,
    it would be prudent for engineers to either (i)
    adopt such projections as part of the design
    criteria or (ii) design structures with
    flexibility for later adjustment, as far as is
    practicable.

12
GEOMORPHOLOGICAL FACTORS
  • Small Littoral Cells Shorelines of Caribbean
    islands are generally characterized by small
    beach cells. These cells communicate with each
    other via sediment exchange.
  • Seasonal Changes in Beach Dynamics Beach
    planform, morphology and sand distribution change
    from winter to summer, in response to
    directional shifts in dominant waves.
  • Limited Sand Typically, sediment supply is
    scarce, thus many beaches in precarious
    equilibrium. Where large sand reserves exist,
    they tend to be in deep water where the cost of
    extraction is prohibitive for these small states.

13
ECOLOGICAL FACTORS
  • Coral Reefs These perform critical functions and
    provide various essential services along
    Caribbean coasts.
  • ?It is vital to ensure that viability of benthic
    communities is not threatened by inappropriate
    engineering design and construction. In many
    cases the need for structures arises because
    these free functions are now lost.
  • ?Reefs also add complexity to bathymetry, and
    thus influence patterns of wave energy
    distribution (refraction, diffraction, etc.)
    which impacts on the performance and stability of
    civil structures.

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ECOLOGICAL FACTORS (contd)
  • Seagrasses Like coral reefs, seagrasses provide
    habitat, foraging and breeding areas for fish and
    other organisms. They also trap resuspended
    sediment in the water column, minimizing the
    smothering of communities such as corals.
  • ?Seagrasses are highly susceptible to damage from
    activities such as piling, laying of armour and
    dredging operations, associated with marine and
    coastal construction.

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ADDITIONAL CONSIDERATIONS OF RELEVANCE TO
CARIBBEAN
  • Based on empirical experience and engineering
    evaluation in selected countries in the region,
    the functionality and cost efficiency of coastal
    structures are enhanced where
  • ?Indigenous materials are used to the maximum
    extent feasible, given the cost of imported fill
    and armor.
  • ?structure configuration is such that routine
    maintenance is neither complex nor costly, and
    can be provided locally.

18
ADDITIONAL CONSIDERATIONS OF RELEVANCE TO
CARIBBEAN (contd)
  • ?Engineering design should seek to achieve
    multiple objectives or facilitate multiple uses,
    wherever feasible. For example
  • ?Careful design can produce a breakwater which
    offers shoreline protection, habitat regeneration
    and organism recruitment (artificial reef)
  • ?A revetment of appropriate crest elevation and
    slope can protect backshore property from wave
    atttack and also serve as the substructure for a
    coastal boardwalk.

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21
HOW CAN IOCARIBE-GOOS HELP?
22
IOCARIBE ITS CURRICULUM VITAE AND QUALIFICATIONS
  • IOCARIBE is respected in the region and beyond as
    a highly qualified, experienced institution in
    the fields of oceanographic, marine and coastal
    sciences.
  • As a Sub-Commission of IOC, it automatically has
    well-established, functional linkages with key
    global, regional and national programs and
    scientific institutions.

23
DATA ACQUISITION AND PRODUCT DEVELOPMENT
  • An Inventory of Coastal Resources and Uses
    (CPACC, 2000), reveals that most Caribbean
    islands possess limited data sets for
  • ?Wave climate (directional)
  • ? Sea-level change
  • ? Nearshore/oceanic currents (bottom/surface)
  • ? Tides (measured as opposed to predicted)
  • (Core inputs to coastal engineering design)
  • ?IOCARIBE-GOOS envisages the coordination and
    assembly of these (and related) data sets.

24
DATA ACQUISITION AND PRODUCT DEVELOPMENT (contd)
  • IOCARIBE-GOOS can provide
  • An evaluation of the existing network of marine
    and oceanographic stations in insular Caribbean,
    to facilitate improved coverage. The assessment
    should include recommendations for refurbishment,
    replacement, relocation and calibration of
    critical instrumentation.
  • QA/QC and assistance with establishing a
    protocol for implementing standards for data
    collection, reduction and analysis. This will
    minimize the risk/uncertainty inherent in coastal
    engineering design.

25
DATA ACQUISITION AND PRODUCT DEVELOPMENT (contd)
  • Given its experience in coordinating
    oceanographic and marine science programs,
    IOCARIBE-GOOS can play a strategic and tactical
    role in ensuring that existing initiatives
  • ?are better focused
  • ?maximize efficiencies
  • ?are configured to meet the specific user needs
    of the Caribbean.
  • ?establish protocols and mechanisms for
    dissemination and sharing of data.

26
SUMMARY
  • IOCARIBE-GOOS can have a positive impact on the
    quality and effectiveness of coastal protection
    works in the insular Caribbean, in at least three
    (3) fundamental ways
  • I. Data acquisition to facilitate improved
    coastal engineering practice.
  • II. Capacity building and training.
  • III. Facilitating the sharing and exchange of
    information and expertise among member
    countries and cooperating institutions.
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