Geography CP&L: Coastal Management Flashcards

1
Q

Hard Engineering

GROYNES - Advantages

(The repeated zigzag of swash and backwash piles sediment up against the windward side of each groyne)

A

Cost: £150 - 250 per metre

Highly effective in a local context, such as in the maintenance of holiday beaches. (Should the beach become too uneven, this can be redistributed between the GROYNES, using earth-moving equipment, during the low season).

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2
Q

Hard Engineering

GROYNES - Disadvantage

(The repeated zigzag of swash and backwash piles sediment up against the windward side of each groyne)

A

Whilst relatively cost -effective to construct, they do require ongoing maintenance. Aesthetically questionable, although they have acquired a visual acceptance through longevity rather than design. The need for expensive hardwood timbers raises the question of sustainability.

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3
Q

Hard Engineering

GROYNES - How Sustainable is it?

(The repeated zigzag of swash and backwash piles sediment up against the windward side of each groyne)

A
  • Sustainable - wooden
  • Structurally are environmentally friendly
  • Cheep
  • Can negatively impact the beach lower down the coast.
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4
Q

Hard Engineering

SEA WALLS - Advantage

(Massive barriers both absorb and reflect wave energy. Recurved wall design turn waves back on themselves)

A

Cost: £3,000 - 10,000

  • Effective property defence in high-risk locations e.g. Robin Hood’s BAy, North Yorkshire
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5
Q

Hard Engineering

SEA WALLS - Disadvantage

(Massive barriers both absorb and reflect wave energy. Recurved wall design turn waves back on themselves)

A

Very effective to both build and maintain. By deflecting waves, rather than dissipating their energy, concrete sea walls most notably, whether recurved it felt faced, are prone to relatively rapid erosion.

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6
Q

Hard Engineering

SEA WALLS - How Sustainable is it?

(Massive barriers both absorb and reflect wave energy. Recurved wall design turn waves back on themselves)

A
  • Generally have a long life expectancy (20 - 50 years)
  • Expensive
  • Not appealing to look at
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7
Q

Hard Engineering

RIP RAP (ROCK ARMOUR) - Advantage

(Metal cages filled with beach cobbles and pebbles both reflect and absorb wave energy)

A

Cost: £1,300 - 6,000 per metre

  • Relatively cheaper than concrete structures
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8
Q

Hard Engineering

RIP RAP (ROCK ARMOUR) - Disadvantage

(Metal cages filled with beach cobbles and pebbles both reflect and absorb wave energy)

A
  • Rock armour traps flotsam and jetsam leading to both smell and rat infestations.
  • Presents a potential public safety hazard as a tripping and trapping hazard
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9
Q

Hard Engineering

RIP RAP (ROCK ARMOUR) - How Sustainable it is?

(Metal cages filled with beach cobbles and pebbles both reflect and absorb wave energy)

A
  • Not environmentally Sustainable - requires a lot of trucks to transport, emitting large levels of air pollution.
  • Rip RAp retains heat and can increase water temperature which leads to thermal pollution, harming aquatic life.
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10
Q

Hard Engineering

GABIONS - Advantage

(Wires cages filled with rocks that can be built up to support a cliff or provide a buffer against the sea)

A

Cost: £500 per metre

  • Cheap to produce and flexible in the final design
  • Can improve drainage of cliffs
  • Will eventually become vegetated and merge into the landscape
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11
Q

Hard Engineering

GABIONS - Disadvantage

(Wires cages filled with rocks that can be built up to support a cliff or provide a buffer against the sea)

A
  • For a while they look very unattractive
  • Cages NLT last 5 - 10 years before they rust
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12
Q

Hard Engineering

GABIONS - How Sustainable it is?

(Wires cages filled with rocks that can be built up to support a cliff or provide a buffer against the sea)

A
  • Gabions are made of sustainable material and can last for many years.
  • Require less energy to manufacture and distribute resulting in reduction of carbon and energy footprint.
  • Cost effective
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13
Q

Hard Engineering

REVETMENTS - Advantage

(Sloping structure built on embankments or shorelines, along the base of cliffs)

A
  • Effective property defence in high risk locations e.g. Robin Hood’s Bay, North Yorkshire
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14
Q

Hard Engineering

REVETMENTS - Disadvantage

(Sloping structure built on embankments or shorelines, along the base of cliffs)

A
  • Very expensive to both build and maintain. By deflect waves, rather than dissipating their energy, concrete sea walls most notably, whether recurred or flat faced are prone to relatively rapid erosion
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15
Q

Hard Engineering

REVETMENTS - How sustainable it is?

(Sloping structure built on embankments or shorelines, along the base of cliffs)

A
  • Argue that sloping rock revetments create less environmental impact then vertical concrete sea walls, as absorb waves.
  • Not pleasing to look at
  • Block of beach
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16
Q

Hard Engineering

OFFSHORE BREAKWATER - Advantage

(A coastal structure ~ usually a rock and rubble mound structure ~ parallel or close to the coast)

A

Cost: £1,000 per metre

  • Very effective at protein coastline in the short term compared to some long term soft engineering methods as they are effective immediately
17
Q

Hard Engineering

OFFSHORE BREAKWATER - Disadvantage

(A coastal structure ~ usually a rock and rubble mound structure ~ parallel or close to the coast)

A
  • They are intrusive
  • Can issues elsewhere at other areas along the coast line
18
Q

Hard Engineering

OFFSHORE BREAKWATER - How sustainable it is?

(A coastal structure ~ usually a rock and rubble mound structure ~ parallel or close to the coast)

A
  • Eco-friendly breakwaters do double duty as welcoming homes for marine life
  • Unintended impact on sediment distribution
19
Q

Soft Engineering

BEACH NOURISHMENT AND REPROFILING - Advantage

(Sand, shingle and coastal sediments are added to the beach from elsewhere)

A

Cost: £3 per metre

  • Aesthetically pleasing. Arguably essential in supporting the tourist industry
20
Q

Soft Engineering

BEACH NOURISHMENT AND REPROFILING - Disadvantage

(Sand, shingle and coastal sediments are added to the beach from elsewhere)

A
  • As such scheme requires expensive annual replenishment to compensate for continued erosion and drifting
21
Q

Soft Engineering

BEACH NOURISHMENT AND REPROFILING - How sustainable it is?

(Sand, shingle and coastal sediments are added to the beach from elsewhere)

A
  • Does not end erosion
  • It only provides additional sediments on which erosion will continue
  • High cost over time
22
Q

Soft Engineering

DUNE REGENERATION - Advantage

(Action to build-up dunes and increase vegetation on dune strengthen)

A

Cost: £3 per metre

  • Maintains natural appearance of coastline provides habitat
  • Absorbs wave energy
23
Q

Soft Engineering

DUNE REGENERATION - Disadvantage

(Action to build-up dunes and increase vegetation on dune strengthen)

A
  • Can be easily damaged by storm waves
  • Areas have to be zoned off from public while it grows
  • Protection is limited to small areas
24
Q

Soft Engineering

DUNE REGENERATION - How sustainable it is?

(Action to build-up dunes and increase vegetation on dune strengthen)

A

Ensures a sustainable balance between development and the coastal environmental

25
Soft Engineering MANAGED RETREAT ~ SPECIFICALLY SALT-MARSH CREATION - Advantage (Decision to no longer 'hold the line' and let nature take its course)
Cost: Around £3 per metre The potential for estuary tidal reduction has been noted but not proven
26
Soft Engineering MANAGED RETREAT ~ SPECIFICALLY SALT-MARSH CREATION - Disadvantage (Decision to no longer 'hold the line' and let nature take its course)
- Politically sensitive, given loss of land and / or property people's homes lost
27
Soft Engineering MANAGED RETREAT ~ SPECIFICALLY SALT-MARSH CREATION - How sustainable it is? (Decision to no longer 'hold the line' and let nature take its course)
Environmental costs: The implementation of managed retreat can result in the large loss of large areas of agricultural land - Cheap
28
Soft Engineering CLIFF STABILISATION / REGARDING AND DRAINAGE - Advantage (To reduce the slope of cliff and revegetate top of cliff)
- Cliff becomes more stable - Less prone to unexpected movement
29
Soft Engineering CLIFF STABILISATION / REGARDING AND DRAINAGE - Disadvantage (To reduce the slope of cliff and revegetate top of cliff)
- May be impractical if valuable land exists on cliff top - Ongoing maintenance cost
30
Soft Engineering CLIFF STABILISATION / REGARDING AND DRAINAGE - How sustainable it is? (To reduce the slope of cliff and revegetate top of cliff)
Usually more sustainable and sometimes cheaper approach to coastal defences
31
Shoreline Management Plans (SMP)
SMPs provide a large-scale assessment of the risks associated with coastal processes and present a policy framework to reduce these risks to people and the developed, historic and natural environment in a sustainable way. There are 22 SMPs in England and Wales Their location corresponds to a sediment cell, and they are considered to be a 'closed system' Each SMP is considered over 3 epochs: 0-20 years 20-50 years 50-100 years
32
There are 4 coastal defence polices for an SMP:
HOLD THE LINE: maintaining or upgrading the level of protection provided by defences ADVANTAGE THE LINE: Build new defences seaward of the existing defence line MANAGED REALIGNMENT (OR RETREAT): Allowing treat of the shoreline, with management to control or limit movement NO ACTIVE INTERVENTION (DO NOTHING): A decision not to invest in providing or maintaining defences
33
Integrated Coastal Zone Management (ICZM)
Considers all elements of the coastal system (land, water, people, the economy) when developing a management strategy. It aims to protect the coastal zone in a relatively natural state, whilst allowing people to sue and develop it
34
(ICZM) It is integrated in various ways:
1. The environment is viewed as a whole - the land and water are interdependent 2. Different uses are considered e.g. fishing, industry and tourism 3. Local, regional and national levels of authority all have an input into the plan It is a dynamic strategy - decisions will be re-evaluated if the environment or demand on an area change Examples: Greece - with the help of numerical models, detached submerged breakwaters and beach nourishment were designed and applied to tackle, beach erosion