2B.11 Coastal Management Flashcards

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1
Q

2B.11a Hard engineering

general

A

Hard engineering is

The aim is to directly stop physical processes altogether (such as erosion or mass movement) or alter them to protect the coast (such as encouraging deposition to build larger beaches)

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2
Q

2B.11a Hard engineering

advantages of hard engineering

A

It responds to the demand for action from stakeholders

It can protect the most vulnerable coastlines and completely eliminate the threat

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3
Q

2B.11a Hard engineering

disadvantages of soft engineering

A

extremely expensive and ongoing maintenance costs

coastlines are made visually unattractive

the needs of the ecosystem are usually overlooked

defences built in one place frequently have adverse consequences further along the coast (promontory effect)

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4
Q

2B.11a Hard engineering

Groynes

A

vertical stone or timber ‘fences’ built perpendicular to the coast and spaced along the beach

purpose:
prevents longshore movement of sediment and encourage deposition, building a wider higher, beach

impact:
deposition and beach accretion
prevention of longshore drift, sediment starvation and increased erosion downdraft

cost:
£150-250 per metre

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5
Q

2B.11a Hard engineering

Sea Wall

A

concrete with steel reinforcement and deep-piled foundations; can have a stepped and/or ‘bullnose’ profile, to dissipate wave energy

purpose:
a physical barrier against erosion
they often also act as flood barriers
modern sea walls are designed to dissipate, not reflect, wave energy

impact:
destruction of the natural cliff face and foreshore environment
if reflective, it can reduce beach volume

cost:
£3000-10,000

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6
Q

2B.11a Hard engineering

Rip Rap (rock armour)

A

large igneous or metamorphic rock boulders, weighing several tonnes

purpose:
their purpose is to break up and dissipate wave energy
often used at the base of the sea walls to protect them from undercutting and scour

impact:
reduced wave energy
sediment deposition between rocks
may become vegetated over time

cost:
£13,000-6000

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7
Q

2B.11a Hard engineering

Revetments

A

stone, timber or interlocking concrete sloping structures which are permeable

purpose:
to absorb wave energy and reduce swash distance by encouraging infiltration
reduce erosion on dune faces and mud banks

impact:
reduced wave power
can encourage deposition and may become vegetated

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8
Q

2B.11a Hard engineering

Offshore Rock Breakwater

A

large igneous or metamorphic rock boulders weighing several tonnes (offshore rip-rap)

purpose:
forces waves to break offshore, rather than at the coast, reducing wave energy and erosive force

impact:
deposition encouraged between breakwater and beach
can interfere with longshore drift

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9
Q

2B.11b Soft engineering

A

a

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10
Q

2B.11b Soft engineering

general

A

attempts to work with natural physical systems and processes to reduce the coastal erosion and flood threat

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11
Q

2B.11b Soft engineering

advantages of soft engineering

A

less obvious and intrusive at the coast

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12
Q

2B.11b Soft engineering

disadvantages of soft engineering

A

not suitable for all coasts

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13
Q

2B.11b Soft engineering

beach nourishment

A

artificial replenishment of beach sediment to replace sediment lost by erosion, enlarge the beach, dissipate wave energy and reduce erosion, increase the amenity value of the beach

£20 million per km of beach

ongoing costs are high

sediment must not be sourced from elsewhere in the sediment cell

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14
Q

2B.11b Soft engineering

cliff regrading and drainage

A

cliff slope angles reduced to increase the stability

re-vegetated to reduce surface erosion

in-cliff drainage reduces pore-water pressure and mass movement risk

costs £1 million per 100m

can be disruptive during construction

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15
Q

2B.11b Soft engineering

dune stabilisation

A

fences are used to reduce wind speeds across the dunes
dunes are then replanted with marram and lyme grass to stabilise the surface, reducing wind and water erosion

fencing costs $400-2000 per 100m and replanting £1000 per 100m

can be very cost effective in the long term

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16
Q

2B.11b Soft engineering

A

a

17
Q

2B.11c Sustainable Coastal Management

A

sustainable coastal management- managing the wider coastal zone in terms of people and their livelihood, social and cultural well-being, safety from coastal hazards as well as minimising the environmental impacts

18
Q

2B.11c Sustainable Coastal Management

methods

A

managing natural resources (fish, farmland, water supply) to ensure long-term productivity

managing flood and erosion risk where possible, or relocating to safe areas

creating alternative livelihoods before existing ones are lost to the sea

adapting to sea level rise by relocating, alternative building methods and water supplies

educating communities to understand why change is needed and how to adapt

monitoring coastal change and adapting to unexpected trends

19
Q

2B.11c Sustainable Coastal Management

causes of conflict

A

coastal natural resources may have to be used less in order to protect them- so people lose income

relocation may be needed where engineering solutions are costly or not technically feasible

some erosion and/or flooding will always occur, as engineering schemes cannot protect against all threats

future trends, such as sea level rise, may change, creating uncertainty and the need to change plan

20
Q

2B.11c Sustainable Coastal Management

Integrated Coastal Zone Management (ICZM)

A

The idea of ICZM was introduced at the 1992 Earth Summit meeting and aims to bring together economic decision-makers such as tourism, fishing and ports, and different government levels (including international). other aims include the conservation of coastal ecosystems, ensuring the ability of future generations to use the coast and the involvement of all relevant stakeholders

ICZM emphasises cooperation between all stakeholders so that everyone benefits. It is a dynamic process because of changing demands at the coast, and decisions are likely to be increasingly concerned with vulnerability and sustainability.

The EU adopted the Recommendation on ICZM in 2002, and Maritime Strategy Framework Directive of 2008 also emphasised a comprehensive and integrated approach to protect all European coasts and seas. ICZMs can now be found worldwide, at varying states of sophistication and with various levels of action