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BARBADOS

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Develop a Works Programme comprising the least cost design ... Prioritising of occupied spots for relocation of houses (Priority 1, 2, 3) ... – PowerPoint PPT presentation

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Title: BARBADOS


1
BARBADOS
  • BASIC FACTS
  • AREA- 170Sq Mls
  • POPULATION- 255,000 (1990)
  • GEOLOGY- Limestone, Impermeable Sandstone,
    Shale, Marl
  • TOPOGRAPHY- Undulating to max. of 1100 ft
    approximately
  • RAINFALL- Average of 45 - 60 ins per year


2
NATURAL HAZARDS
  • HURRICANE- Threatens all exposed structures
    including houses, commercial and public
    buildings, telecommunications towers, utilities,
    agriculture.
  • STORM SURGE Hurricane related. Threatens most of
    the coastline especially the economically vital
    tourism plant and some critical lifeline
    facilities.

3
NATURAL HAZARDS
  • TSUNAMI- A threat to most of the coastal area
    outlined for Storm Surge.
  • LAND BORNE FLOODING- Occurs in several areas
    across the island.
  • LANDSLIDES- Concentrated mainly in the Scotland
    District. Covers 1/7 of the island. Consists
    mainly of impermeable sandstone, shale, marl.

4
HAZARD / NATURAL REOURCES STUDIES
  • SCOTLAND DISTRICT ( 6 STUDIES 1946 - 97)
  • STORM WATER DRAINAGE STUDIES (73, 94)
  • ENVIRONMENTAL AND NATURAL RESOURCES STUDY/PLAN
    (1998)
  • WATER LEVELS FOR BARBADOS (1994)
  • JAN 99 S/DIST DEVELOPMENT PROJECT
  • S/D SOIL CONSERVATION/ DEV STUDY 99
  • DRAFT NATIONAL PHYSICAL DEV. PLAN (FEB 98)

5
DRAINAGE STUDY
  • Collect and analyse Data (rainfall, runoff,
    flooding and land use for the period 1973- 93
  • Locate and study all flood prone sites within the
    study area and recommend practical solutions and
    effective flood control measures
  • Develop a Works Programme comprising the least
    cost design
  • Carry out an evaluation and assessment of the
    institutional requirements for O M of present
    and future drainage works in Bdos

6
SOME ELEMENTS EXAMINED
  • Confirmation of Drainage boundaries using
    (topographic mapping, field reconnaissance, and
    air photos)
  • Determination of drainage characteristics (area,
    length, topographic rise, slope, of impervious
    area, runoff coefficient).
  • Peak Flows at Culvert and Bridge locations were
    estimated and compared to expected flows to
    assess the flood potential. 2, 5, 10, 20, 25,
    50, 100 year events were estimated

7
HISTORICAL FLOOD AREAS
  • PRESCOT LAND/CONSTITUTION RIVER - St Michael
  • GRAME HALL - Christ Church
  • SPEIGHTSTOWN - St Peter
  • AQUATIC GAP - Christ Church
  • HOLETOWN - St James
  • BAYLAND - St Michael
  • WOTTON - Christ Church
  • GIBBES - St Peter

8
FLOOD PLAIN AREAS
  • SPEIGHTSTOWN From outlet to up stream of Round
    The Town bridge
  • HOLETOWN From outlet to easterly limits of
    Jamestown Park
  • CONSTITUTION RIVER From Duncan ONeal bridge to
    Bridge Road
  • WESTON From outlet upstream for 190 m

9
CHARACTERISATION OF FLOOD AREAS
  • MAJOR FLOOD HAZARD AREAS Generally located where
    significant economic losses could occur. Has
    large watershed areas, poses risks to life
    because of higher peak flows, higher runoff
    velocities and higher potential depth of flooding.

10
CHARACTERISATION OF FLOOD AREAS
  • NUISANCE FLOOD HAZARD AREAS Associated with
    smaller watersheds, shallower depths of flooding
    and reduced potential for injuries, loss of life
    and economic losses

11
WORKS PROGRAMME
  • STRUCTURAL MEASURES CONSIDERED
  • Construction of drainage channels
  • Use of reservoirs and quarries to control flood
    peaks
  • Construction of dykes and or upgrading of
    bridges, culverts, and other drainage
    infrastructure

12
WORKS PROGRAMME
  • NON STRUCTURAL MEASURES
  • Revisions to legislation for mitigation of flood
    losses
  • Control of development in flood prone areas
  • Encourage alternative landuse and agricultural
    practices which promote flood mitigation

13
WATER LEVELS FOR BARBADOS (1994)
  • RELATIVE SEA LEVEL RISE
  • TIDAL WATER LEVEL CHANGES
  • METEOROLOGICAL WATER LEVEL CHANGES
  • WAVE INDUCED WATER LEVEL CHANGES
  • TSUNAMI
  • DESIGN CRITERIA

14
TERMS OF REFERENCE
  • Determine engineering methods of protecting,
    increasing and or stabalising the size of beaches
    along the west and south coasts
  • Prepare land use planning recommendations for the
    south and west coastal zones, on a stretch by
    stretch basis, based on the need to preserve and
    enhance the coastal resource within a national
    economic context

15
OBJECTIVES
  • Determination of the normal and extreme levels of
    the astronomic tidal component
  • Analysis of any surge events that were present in
    the existing recorded tidal data
  • Examination of the wind and barometric components
    of hurricane related surge at several locations

16
OBJECTIVES (contd)
  • Analysis of the wave-induced set-up and run-up,
    giving consideration to different shoreline,
    beach and structure characteristics at or near
    the shoreline
  • Quantification of the most up to date information
    on long-term sea level change

17
SCOTLAND DISTRICT STUDIES
  • Geological Investigations of Ground Water
    Resources 46
  • S/D Development Study 79
  • GeologyMineral Resource Assessment 82
  • S/D Soil Conservation Project 83 -87
  • Water Resources Management Water Loss Study 96
  • Field Guide to the Sub-Quanternary of Bdos 97

18
POLICIES PROGRAMMES
  • Prioritising of occupied spots for relocation of
    houses (Priority 1, 2, 3)
  • Down grading of specific roads in Priority 1
    areas to maintain for agricultural purposes only
  • Consolidation and stabalisation of highways
  • Identification and redirection of streams
  • Reforestation of areas which held relocated houses
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