When Relationships Go Wrong - sea defences

Loading...

Flash Player 9 (or above) is needed to view presentations.
We have detected that you do not have it on your computer. To install it, go here.

0 comments

Post a comment

    Post a comment
    Embed Video
    Edit your comment Cancel

    Favorites, Groups & Events

    When Relationships Go Wrong - sea defences - Presentation Transcript

    1. When relationships go wrong The story of a broken coast
    2. St Bees on the West Coast of Cumbria  Cumbria is a diamond shape  St Bees is at the westernmost tip  It is renowned for its headland – St Bees Head
    3. Management  The location is visited by many field groups as it has good examples of most types of hard engineering protection measures  Promenade, Groynes, Rip rap Rock Armour, Geo netting and a revetment  At Sea Mill lane [to the south of the golf course] there are also gabions.
    4. Which are which?
    5. However the love affair society has with the coast is a troubled one  Like most affairs, over the years attitudes change and what was once a beautiful untarnished thang is now jaded by over exposure.  Before the promenade St Bees was covered in Sand Dunes …
    6.  The natural ecosystem was on blown sand  Consolidated by vegetation  Moving  Flexible  Adaptable but also a valuable asset  Sand and gravel were extracted and the very good natural defences were compromised.
    7. The Response  A variety of different management strategies were introduced primarily a sea wall with promenade, 9 groynes at right angles and a revetment to the South.  Following a collapse of the railway embankment to the far south the slope south of the prom was re-graded, geo- netting introduced to stabilise the slope and the later rock armour added at the toe.
    8. Something for Nothing?  Like most relationships after the initial commitment some investment of time and money is needed to keep things sweet.  Sadly, West Cumbria has suffered from the same budget cuts as elsewhere and the hard engineering is beginning to show signs of a troubled time ahead.
    9. Promenade  The sea wall has experienced some slight movement and in places the mastic between the block has been stripped out by the sea.
    10.  Originally a flat surface stones lie in the remaining hollow No expansion filling
    11.  In places the wall is inadequate and has been overtopped with the beach material re-deposited on the surface
    12.  The sea wall no longer works as a barrier but as an extension to the beach. The retaining blocks behind are now battered.
    13. Further up the sea wall…  A lifeboat ramp has been built. An immoveable barrier which reflects the waves energy, scouring out the beach and transferring the material off shore.
    14. Groynes  Generally these are in a bad state of repair despite some attempt at maintenance.  In some places the buckle under the sheer weight of stones.  In others sections are missing or fixings badly corroded.
    15. You can see some of the new sections – sourced from tropical hard wood?  And in other places holes right through But what is the alternative? Plastic replacements used re-cycled bale wrap but would not biodegrade when they eventually come loose.
    16. North of the promenade  At the end of the sea wall a bridge passes over Rottington Beck and is secured on a block of unprotected concrete.  The energy transferred northwards attacks the mouth of the beck undermining the foundations
    17.  Nature continues to work around the man made obstacles, the beach re-grades and the mouth of the beck cuts out to sea.
    18.  The lined channel accelerates heavily sedimented material towards the coast To the sea
    19.  Despite all this management slips and slides still occur on newly deposited material.
    20. Accretion and deposition  Material moved in shore up the mouth gradually build up on the river bank  At the mouth a small delta appears due to too much material  A spur growth across the mouth
    21. In Conclusion  A natural system was  Natural systems still managed using a hard work hard to overcome engineering solution. the human intervention  Maintenance of the  Micro forms of some of this facility has been the landforms appear poor and in winter it especially at the struggles to keep fluvial / coast interface material in check.
    22. The future?  The adoption of soft engineering solutions are now more widespread  Further south where the cliff material is unconsolidated glacial clay a ‘do nothing’ approach has been utilised effectively.  Imaginative new approaches are still being developed – recycled plastic shuttering to line a different beck's mouth.
    23. Who knows, our rocky relationship may stand the test of time …
    SlideShare Zeitgeist 2009

    + Mark OLLISMark OLLIS Nominate

    custom

    308 views, 0 favs, 0 embeds more stats

    Some of the problems generated by sea defences

    More info about this document

    CC Attribution-NonCommercial-ShareAlike LicenseCC Attribution-NonCommercial-ShareAlike LicenseCC Attribution-NonCommercial-ShareAlike License

    Go to text version

    • Total Views 308
      • 308 on SlideShare
      • 0 from embeds
    • Comments 0
    • Favorites 0
    • Downloads 1
    Most viewed embeds

    more

    All embeds

    less

    Flagged as inappropriate Flag as inappropriate
    Flag as inappropriate

    Select your reason for flagging this presentation as inappropriate. If needed, use the feedback form to let us know more details.

    Cancel
    File a copyright complaint
    Having problems? Go to our helpdesk?

    Categories