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Understanding coastal processes
and problems to produce successful
     management solutions.
 A case study of Dawlish Warren.


              Dr. Chris Spencer

  University of the West of England, Bristol
Shallow Water Waves :
• Waves change as they move into shallow water
• motion of water molecules changes




                             http://www.oceanpix.co.uk/wave-simulator.htm
Moving into shallow water the sea floor starts to interfere


As water shallows wavelength and wave velocity decrease
• wave height increases
• wave steepens
• crest becomes narrower and steeper, can’t continue
• the wave breaks


The point at which this happens varies


How does this vary on steep / shallow beaches?
The wave breaks :
• water runs up the beach until stopped by gravity – the swash
• water then flows back down the beach due to gravity – the backwash
Beaches : Shore Normal Morphology :
   • beach – loose pile of sand and gravel
   • survives in high energy environment…….walls get destroyed??

   How do beaches survive?
   • beaches are mobile
   • adapt shape to conditions

   • walls are fixed

   Low energy conditions (summer)
        – beach relatively steep - reflective

        – waves break onto the beach, relatively well spaced out
        – backwash returns before the next swash
        – swash not slowed




Lecture 3 : Dr Chris Spencer
How will this effect sediment movement?

   Beach Shape?

        – these are constructive waves
        – give us summer profiles
        – berms at the back of the beach

   Under high energy conditions (winter)
        – beach slope is more gentle – absorb / dissipate
        – spilling breakers, breaking over beach

        – waves arrive in rapid succession
        – backwash interferes with the next swash
        – reduced ability to move seidment
Lecture 3 : Dr Chris Spencer
• net seaward movement of sediment
        – destructive waves
        – winter profile
        – wider flatter beach

   Beach shape is also influenced by particle size
   • this is due to the variable permeability

   • coarse beaches are more permeable

   • swash dominates, backwash returns through the beach

   • net sediment movement up the beach
        – increases gradient

Lecture 3 : Dr Chris Spencer
Longshore currents :
   • waves may approach the coast at angle
   • usually <100 due to refraction
   • swash approaches at an angle
   • backwash returns with gravity




Dr Chris Spencer : Lecture 3
Longshore Drift :
   • wave process leads to characteristics landforms

   • landforms become detached from the coast

   Spits
        – narrow, elongate beaches
        – detached from the coast

   • longshore drift transports sediment along the coast

   • where the coast is ‘indented’ some of this sediment is
     deposited

   • the longshore drift can now extend further

Lecture 3 : Dr Chris Spencer
The spit then extends across the indentation in the coast
   • can extend right across bay bar
        – if an estuary the high discharge will keep this open

   • spits have a characteristic hook shape at the end, a recurve

   • often a whole series of recurves visible

   Example : Dawlish Warren

   2 theories
        –   waves approach and slow in the shallows
        –   curve around the spit
        –   angle of the wave varies
        –   builds up a recurve


Lecture 3 : Dr Chris Spencer
Profile 1                                                                                        Profile 2
                                                                                                                  9
             9

             8                                                                                                    8
Height (m)




             7                                                                                                    7
                                                                           Pre-storm




                                                                                        Height (m)
             6
                                                                           Post-storm                             6
             5
                                                                                                                  5
             4
                 0             20             40          60         80                                           4
                                                                                                                      0          20        40        60         80         100
                 Distance along transect (m)
                                                                                                                      Distance along transect (m)


                 Profile 3
                                                                                                                      Profile 4
                                                                                                                  9

                                                                                                                  8
             9
                                                                                                                  7
             8

             7                                                                                                    6
Height (m)




                                                                                                     Height (m)
                                                                             Pre-storm
             6                                                                                                    5
                                                                             Post-storm
             5                                                                                                    4
             4
                                                                                                                  3
                  0       20        40   60        80   100    120   140
                                                                                                                      0     20        40        60   80   100        120     140


                     Distance along transect (m)                                                                            Distance along transect (m)

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Ga Dawlish 2012

  • 1. Understanding coastal processes and problems to produce successful management solutions. A case study of Dawlish Warren. Dr. Chris Spencer University of the West of England, Bristol
  • 2.
  • 3.
  • 4. Shallow Water Waves : • Waves change as they move into shallow water • motion of water molecules changes http://www.oceanpix.co.uk/wave-simulator.htm
  • 5. Moving into shallow water the sea floor starts to interfere As water shallows wavelength and wave velocity decrease • wave height increases • wave steepens • crest becomes narrower and steeper, can’t continue • the wave breaks The point at which this happens varies How does this vary on steep / shallow beaches?
  • 6.
  • 7. The wave breaks : • water runs up the beach until stopped by gravity – the swash • water then flows back down the beach due to gravity – the backwash
  • 8.
  • 9.
  • 10.
  • 11.
  • 12. Beaches : Shore Normal Morphology : • beach – loose pile of sand and gravel • survives in high energy environment…….walls get destroyed?? How do beaches survive? • beaches are mobile • adapt shape to conditions • walls are fixed Low energy conditions (summer) – beach relatively steep - reflective – waves break onto the beach, relatively well spaced out – backwash returns before the next swash – swash not slowed Lecture 3 : Dr Chris Spencer
  • 13. How will this effect sediment movement? Beach Shape? – these are constructive waves – give us summer profiles – berms at the back of the beach Under high energy conditions (winter) – beach slope is more gentle – absorb / dissipate – spilling breakers, breaking over beach – waves arrive in rapid succession – backwash interferes with the next swash – reduced ability to move seidment Lecture 3 : Dr Chris Spencer
  • 14.
  • 15. • net seaward movement of sediment – destructive waves – winter profile – wider flatter beach Beach shape is also influenced by particle size • this is due to the variable permeability • coarse beaches are more permeable • swash dominates, backwash returns through the beach • net sediment movement up the beach – increases gradient Lecture 3 : Dr Chris Spencer
  • 16. Longshore currents : • waves may approach the coast at angle • usually <100 due to refraction • swash approaches at an angle • backwash returns with gravity Dr Chris Spencer : Lecture 3
  • 17. Longshore Drift : • wave process leads to characteristics landforms • landforms become detached from the coast Spits – narrow, elongate beaches – detached from the coast • longshore drift transports sediment along the coast • where the coast is ‘indented’ some of this sediment is deposited • the longshore drift can now extend further Lecture 3 : Dr Chris Spencer
  • 18.
  • 19. The spit then extends across the indentation in the coast • can extend right across bay bar – if an estuary the high discharge will keep this open • spits have a characteristic hook shape at the end, a recurve • often a whole series of recurves visible Example : Dawlish Warren 2 theories – waves approach and slow in the shallows – curve around the spit – angle of the wave varies – builds up a recurve Lecture 3 : Dr Chris Spencer
  • 20.
  • 21.
  • 22.
  • 23.
  • 24. Profile 1 Profile 2 9 9 8 8 Height (m) 7 7 Pre-storm Height (m) 6 Post-storm 6 5 5 4 0 20 40 60 80 4 0 20 40 60 80 100 Distance along transect (m) Distance along transect (m) Profile 3 Profile 4 9 8 9 7 8 7 6 Height (m) Height (m) Pre-storm 6 5 Post-storm 5 4 4 3 0 20 40 60 80 100 120 140 0 20 40 60 80 100 120 140 Distance along transect (m) Distance along transect (m)