Coastal
Erosion.
Author:
Tony.
Abstract
This paper focuses on coastal erosion.
The paper analyzes the wave actions that cause coastal erosion. The main wave
actions are corrosion, attrition and hydraulic action. Also, the paper analyzes
the main factors that influence coastal erosion. Moreover, the paper also
analyzes the strategies used to control coastal erosion. Both structural and
non-structural strategies would be analyzed.
Introduction.
Coastal erosion refers to the
gradual disintegration and wearing way of rocks and soils, from the shore, due
to chemical dissolution, physical breakdown and the transportation of such
material by wave actions. Coastal erosion is caused by waves that are generated
by windstorms, ocean storms and any speeding motorboats. These waves cause loss
of sediment (due to dissolution of soil), gradual disintegration of rocks and
transitory sediment redistribution. Waves cause coastal erosion through a
combination of the following processes: corrosion, hydraulic action, abrasion
and impact processes. Coastal morphodynamics have shown that coastal erosion in
a beach causes agglomeration of sediments in the adjacent areas (Dodd et al,
2003).
Coastal erosion leads to rock
formation on non-rocky coastlines. A rock formation is made up of multiple rock
layers of varying thickness. These rock layers represent fracture zones which
were formed due to variable degrees of erosion. Hard areas are eroded at a
slower rate than soft areas with the resultant formation of pillars, tunnels,
columns and bridges. Abrasion is the process of erosion caused by the
mechanical effects of friction. Abrasion of soft rocks (and loose sand) is
caused by strong winds, with the consequent development of a sandblasting
effect. Some anthropogenic activities, such as dredging, have promoted coastal
erosion. Moreover, climate change has led to increased coastal erosion (Zhang,
2004)
Wave action.
Waves
are created when wind blows over an expansive water surface. The water wave is
a product of the friction created by the wind on the air-water interface. Waves
are influenced by the fetch and the duration that the wind blows over the water
body. Wave energy is directly proportional to the amount of moving water. There
are three major wave actions: hydraulic action, attrition and
corrosion/abrasion (Hyndman & Hyndman, 2010). The quantity of wave energy
significantly influences the wave actions as is discussed below.
The
hydraulic actions of waves occurs when an incoming water wave strikes the face
of a cliff; and in the process, the wave energy compresses the gases contained
within the cracks in the cliff face. According to Boyle’s Law, the pressure of
the compressed gases will subsequently increase. This gradual increase in
pressure forces the surrounding rock material to disintegrate and splinter. The
water wave removes the splinters, thus causing erosion of the rock. The water
wave deposit these rock pieces onto the adjacent shoreline. Continued hydraulic
actions cause the crack to develop into a cave (Hyndman & Hyndman, 2010).
Attrition
is a process that occurs when water waves force scree to collide with other
rock debris. This collision process allows mechanical forces and friction to
grind and chip the scree into small, round and smooth talus. A similar effect
is also achieved after collision of the scree onto the cliff face (Hyndman
& Hyndman, 2010).
Corrasion
and corrosion usually occur simultaneously. Corrasion (also termed as abrasion)
is a process that occurs when high-energy water waves break on the surface of a
cliff, thereby eroding it. Moreover, the hydraulic action of such water waves
enables it to carry scree which will be subsequently smashed onto the cliff face,
thereby causing more erosion on the cliff face. Corrosion occurs when acidified
sea water causes chemical erosion (and the dissolution of small rock pieces) of
rocks on the face of a cliff. Limestone rocks are particularly vulnerable to
corrosion. Hydraulic action and high wave energy speeds up the process of
corrosion (Hyndman & Hyndman, 2010).
Factors influencing coastal erosions.
Costal
erosions are determined by the erosion rate. Erosions rates are influenced by a
myriad of factors which can be categorized into primary, secondary and tertiary
factors.
The primary factors determine the rate
of erosion. The principal primary factors are: hardness of rocks, sea levels,
hydraulic action, foreshore stability, bathymetry and wave energy. The degree
of hardness of ocean-facing rocks is determined by its intrinsic strength, its
underlying non-cohesive scaffolding materials, and, the number and location of
fissures in the rock. Fissures, low intrinsic rock strength and a weak
non-cohesive scaffold reduce the hardness of rocks, and thus predispose them to
erosion and disintegration. Usually, hydraulic action removes the scree from
the debris lobe and the foreshore. Powerful hydraulic actions increase the
debris flow, thereby increasing the rate of erosion of debris lobes. A stable
foreshore enables a strong wave to smoothly dissipate its energy without
altering the configuration of the foreshore. This reduces the extent of coastal
erosion. Up-drift materials increase the stability of the foreshore. Bathymetry
determines the energy of the water waves that reach the shoreline, and hence,
it influences the degree of erosion of the cliff face. Shoals decrease the rate
of erosion, since they dissipate most of the wave energy. Thus, the presence of
a shoal determines the extent of coastal erosion. Rising sea levels due to
global warming has led to the formation of high-energy water waves and altered
bathymetry which has increased the rate of erosion (Gillie, 1997).
The
secondary factors influence the landscape and topography of the shoreline. They
include the following: vegetation cover, resistance to attrition, slope
hydrology, weathering processes, slope incline, and; erosion and accumulation
of sediments at the foot of the cliff (Gillie, 1997).
The main tertiary factors are coastal
management and mineral extraction. Appropriate coastal management reduces
coastal erosion, and also mitigates the effects caused by coastal erosion.
Mineral extraction along shorelines destabilizes the compactness of rocks,
thereby increasing the rate of coastal erosion (Gillie, 1997).
Controlling coastal erosion.
Coastal
erosions have led to the destruction of beaches, thereby reducing their
commercial value. The resulting economic pressure caused the concerned parties
(government agencies, environmentalists and the private sector) to come up with
strategies that are aimed at stabilizing the coastline. There are three main
approaches used to control of coastal erosion (Clark, 2004). These approaches
are described below.
1)
Hard structural stabilization.
This
involves hard structural engineering of structures such as groin, jetty,
revetments, sea walls, rock armor and offshore breakwater structures. The
construction of these structures is usually undertaken by the county or state
government (Clark, 2004).
Groins
are impermeable compact solid structures that are constructed perpendicular to
the water surface. They are constructed in collective groups termed as groin
fields, which extend from the shore. The groin fields entrap and retain
sediments, thus stabilizing the shoreline. Groins are fairly effective against
unidirectional longshore currents. However, it alters the aesthetics of the
shoreline by creating artificial scallop-shaped shoreline (Clark, 2004).
Jetties
stabilize channels which open into lakes, seas or oceans. A jetty permits ships
and boats to enter a water channel. Hence, they are created in pairs, in order
to ensure that the entrance into a channel is appropriately stabilized.
Moreover, they can be used to stabilize man-made maritime structures such as
piers and docks. However, they are prone to blockage caused by sand
sedimentation (Clark, 2004).
Seawalls
are hard concrete structures constructed on inland locations of coastlines in
order to protect the adjacent populations from coastal erosion and flooding.
They reflect the wave power. They can be vertical, inclined or curved. The
backwash of water waves removes sediments from the sea walls (Clark, 2004).
Offshore
breakwaters are concrete structures constructed parallel to the shoreline. They
change the direction of waves, and reduce the wave energy. They protect an
anchorage from the water waves and longshore drift (Clark, 2004).
Revetments
are wooden structures containing rock infill. They are constructed parallel to
the shoreline, and they protect the base of a cliff from waves. Rock armor is
made up of a pile of rocks placed on the shoreline, and their main functions
are to absorb wave energy and retain sediments (Clark, 2004).
2)
Soft structure stabilization.
It
encompasses beach nourishment, breach drainage and sand dune stabilization.
Beach nourishment involves deposition of sediments and sand on beaches, in
order to replace the sand lost to erosion. Replacement sand is dredged from
offshore locations, and transported to the beach. It is a safe method of
restoring the aesthetic quality of a beach. However, the process of beach
nourishment is relatively expensive. Sand dune stabilization is achieved by
introducing a vegetation cover. Plants act as good trap for blown sand. Beach
drainage involves lowering the water table, thereby causing an agglomeration of
sediments and sand on the beach (Clark, 2004).
3)
Non-structural strategies.
They involve placing legal limitations
on land-use and prohibition against development (that is, construction and
exploitation of resources). However, most local authorities oppose these
non-structural strategies (Clark, 2004).
Conclusion.
Water
waves cause loss of sediment, gradual disintegration of rocks and transitory
sediment redistribution. Waves cause coastal erosion through a combination of
the following processes: corrosion, hydraulic action, abrasion and impact
processes. Costal erosions are determined by the erosion rate. Erosions rates
are influenced by a myriad of factors which can be categorized into primary,
secondary and tertiary factors. The principal primary factors are: hardness of
rocks, sea levels, hydraulic action, foreshore stability, bathymetry and wave
energy. The secondary factors are vegetation cover, resistance to attrition,
slope hydrology, weathering processes, slope incline, and; erosion and
accumulation of sediments at the foot of the cliff. There are three main
approaches used to control of coastal erosion: Hard structural stabilization, soft
structure stabilization and non-structural strategies.
References.
Clark, J. (2004). Integrated Management
of Coastal Zones. Miami, FL: University of Miami
Press.
Dodd, N; Blondeaux, P; Calvete, D; De
Swart, H; Falqués, A; Hulscher, S; Różyński, G &
Vittori,
G. (2003). Understanding Coastal Morphodynamics Using Stability Methods.
Journal
of Coastal Research, 19
(4), 849-865.
Gillie, R. (1997). Causes of Coastal Erosion in Pacific
Island Nations. Journal of Coastal
Research.
24, 173-204.
Hyndman, D & Hyndman, D. (2010). Natural Hazards and Disasters. New York,
NY: Brooks
Cole.
Zhang, K. (2004). Global Warming and
Coastal Erosion. Climate Change, 64,
41-58.
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