Major Studies and Reports on Adelaide Coast Protection
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The 1970 Culver Report
In early 1965, a University of Adelaide study jointly funded by
State and local governments was begun to determine the causes of
beach loss and to propose remedies for it. In December 1970, Bob
Culver of the Civil Engineering Department of the university presented
the report of this study, now known as the Culver Report (1970).
It made several important recommendations:
- Stop any further encroachment (of development) onto the beach
or dune areas as a matter of urgency.
- Rehabilitate (replenish or protect) low areas as a temporary
measure now, particularly Brighton, Glenelg North and Henley South
areas.
- Declare and hold all known coastal reserves of sand for preservation
of the beaches in the future.
- Establish a beach protection authority forthwith.
- Under the jurisdiction and technical direction of (4), begin
the detailed appraisal of the best restorative measures. Continue
the further study of beach behaviour elsewhere as required.
Following proclamation of the Coast
Protection Act 1972, the Coast Protection Board was formed.
The main protection strategy pursued since then has been beach replenishment
in order to provide adequate sand for buffers and beach provision.
This has been backed up by using seawalls where necessary as a last
line of defence against erosion and storm damage. These seawalls
complemented the seawalls constructed before the Coast Protection
Act by councils and the Marine and Harbors Agency. The strategy
also included stabilisation of dunes from wind-blown sand drift
with vegetation and fencing.
The 1984 Adelaide Coast Protection Strategy
Review
The 1984 Adelaide Coast Protection Strategy Review by the Coastal
Management Branch reviewed the rock protection and beach replenishment
strategy adopted following the Culver Report and all practical alternative
strategies:
- No protection
- Continuing present measures
- Seawalls only
- Reduced status quo
- Major beach replenishment
- Groynes or offshore breakwaters
- Other methods
After a cost analysis of these options in alternative combinations,
the main recommendation of the 1984 review was to continue beach
replenishment and to replace existing seawalls only where adequate
beach protection could not be provided by replenishment. This was
considered at the time to be the most effective and least costly
way of maintaining the beaches and protecting development until
an adequate offshore sand supply could be found.
1984 Review (4.8Mb
PDF) (Please note that this is a large
file and may take some time to download.)
The 1985 Metropolitan Coast Protection
District Management Plan
The 1985 Metropolitan Coast Protection District Management Plan
is one of five Coast Protection Board district management plans
for the South Australian coastline. It covers the coastal area (as
defined in the Coast Protection Act) from Port Gawler in the north
to Sellicks Beach in the south.
The plan included the following policy commitments:
- The Coast Protection Board will endeavour to maintain adequate
beach levels to reduce storm damage, decrease the rate of erosion,
and provide adequate recreation space.
- Rip-rap walling is considered to be the most appropriate type
of protective work for use in the Metropolitan Coast Protection
District. The Coast Protection Board will consider assisting in
its provision where necessary.
- The sand balance of the Adelaide system will be monitored regularly
so that necessary artificial replenishment and redistribution
measures can be determined and undertaken.
The Board recommended careful consideration of all construction,
whether it be buildings, roads or engineering structures such as
seawalls, in beach and sand dune areas. The potential for structures
to interfere with natural processes, aesthetics and public access
was high, and this, together with a risk of damage to the structure
itself, indicated that siting and design were more critical than
in inland areas. The Board considered that in many cases development
should be prohibited.
The 1992 Review of Alternatives for
the Adelaide Metropolitan Beach Replenishment Strategy
Since the review in 1984, the Coastal Management Branch had been
able to investigate beach replenishment sand sources, particularly
those offshore, in more detail and collect better data on sand movement
along the metropolitan coast. The Branch was able to better represent
the metropolitan beach system in terms of volumes of sand movements,
rates of movements, identification of erosion and accretion zones,
anomalous behaviour along the coast, onshore/offshore movements
and other aspects of the beach system. It was found that up to 160,000
cubic metres of beach replenishment sand was required annually in
order to maintain beaches to 1977 levels.
Sampling and underwater investigations of offshore beach replenishment
sources were greatly assisted by trial dredging operations carried
out from 1989 to 1991. Between 1988 and 1990, around 190,000 cubic
metres of sand was trucked from Torrens Island to Glenelg North
and 100,000 cubic metres of sand was pumped ashore at North Haven
by a suction dredge and trucked to Somerton. In 1990, the Coast
Protection Board recommended a trial dredging program to reduce
the amount of sand carting by trucks. Government funding allowed
Australian Dredging and General Works Pty Ltd to dredge approximately
100,000 cubic metres of sand from an offshore sand source at North
Haven using a small split hopper trailing suction dredge called
the Pelican. The dredged sand was pumped ashore through a pipeline
to the beach at Glenelg North. A further dredging trial in 1991
saw Australian Dredging and General Works dredge 200,000 cubic metres
of sand from an offshore source at Port Stanvac.
In view of this information, particularly the opportunity to provide
sand to the beaches by dredging offshore sources, it was considered
time to reassess the beach replenishment strategy and update the
1984 review of the methods available to achieve the required level
of protection for the Adelaide coast. Eight strategies were considered
in the 1992 review, several similar to those outlined in the 1984
review but using updated information and costings for their assessment:
- No protection
- Maintain the status quo
- Abandon replenishment and construct seawalls when necessary
- Major replenishment by dredge
- Major replenishment using a large pipeline from North Haven
- Progressive construction of groynes
- Construct a groyne field
- Increased replenishment program
Each alternative was costed over a 20-year period to determine
the most cost-efficient strategy for maintaining the metropolitan
beaches. The status quo strategy was found to be the least costly,
and would provide for no further loss of beach amenity and maintain
beach levels. Construction of seawalls was the next most cost-efficient
strategy but over the long-term would lead to sand erosion and loss
of beach amenity. The increased replenishment strategy would provide
for improved beaches but was 40% more expensive than the status
quo strategy. The progressive construction of groynes strategy represented
a significant visual intrusion and was 60% more costly than the
status quo strategy. In addition, while major replenishment by dredge
was more cost-effective than major replenishment by pipeline, it
was still nearly 100% more costly than the status quo strategy.
The Coast Protection Board recommended that $2.5 million be allocated
in the 199293 capital works budget for beach replenishment
and thereafter for every 2-year period until the offshore sand source
at Port Stanvac was depleted, and then an ongoing commitment of
approximately $2.9 million biennially for the remainder of the 20-year
period, based on 1991 present day costs. The funding would enable
200,000 cubic metres of sand to be dredged and pumped ashore from
an offshore sand source, and some remedial beach replenishment at
localised erosion zones along the metropolitan coast. This was in
accordance with the Board's protection strategy for the metropolitan
coast. The Board considered this the most cost-efficient minimum
ongoing replenishment necessary to maintain the beaches in their
condition and to provide adequate protection against storm damage.
The replenishment strategy adopted was the most cost-efficient
means of recovering offshore sand sources. However, dredging costs
were approximately 2.5 times more expensive than previously used
trucking methods. As the Minister for Environment and Planning announced
when the dredging method was being trialled in 1989, the benefits
over trucking were elimination of damage to roads and noise in residential
areas, and minimisation of conflict between trucks and beach users.
Coastal councils and local residents showed enthusiastic support
and preference for the dredging method. A further benefit was that
the source of the sand was not naturally available to the existing
beach system. The current metropolitan beach sand source was finite
and diminishing due to natural losses and ongoing sea level rise.
The offshore source was generally better quality sand and provided
a new injection of sand without jeopardising the beaches from which
sand was taken in the past.
The 1997 Report of the Review of the
Management of Adelaide Metropolitan Beaches
In 1997 a reference group was appointed by the then Minister of
Environment and Natural Resources, the Hon. David Wotton, to conduct
a public inquiry into the management of Adelaide's beaches from
Port Noarlunga to North Haven. The reference group considered that
beach replenishment was the most appropriate strategy for managing
the Adelaide coast between Kingston Park and Semaphore. The group
recommended that maintaining beach quality for recreation and amenity
should be given due regard in future coastal protection programs.
The group also recommended that alternative sources of sand be investigated
as a matter of urgency to supplement the existing finite amount
of sand within the metropolitan beach system.
Of immediate concern to the reference group was the erosion at
Semaphore Park and the associated loss of amenity and risk to property.
Ten years of sand carting had not provided a long-term solution
to the erosion problem in that area and alternative protection measures
needed to be considered. A plan for protection of the area with
a field of breakwaters was initiated, with construction of a trial
breakwater at Point Malcolm starting in 2003 and being completed
in February 2005. The trial is at an early stage but the breakwater
is already holding sand in the area and performing as expected.
For more information see Semaphore
Park Foreshore Protection Strategy.
Since the 1997 review, the Coast Protection Board has carried out
a range of offshore and land-based sand source investigations. A
large reserve of suitable sand has been identified in the Mount
Compass area, estimated to be sufficient to supply Adelaide's beaches
for hundreds of years at current replenishment rates. However, the
need for washing to remove clay and the supply costs for sand from
Mount Compass are much higher than for sand from within Adelaide's
beach system.
Cover, Introductory Diagrams
and Table of Contents (450Kb PDF)
1. Introduction (200Kb
PDF)
2. Executive Summary (300Kb
PDF)
3. Main Report and Recommendations
(2.8Mb PDF)
4. Appendices
4.1
Profiles of Reference Group Members (100Kb PDF)
4.2
Summary of Public Submissions and Responses to Questionnaire (1.5Mb
PDF)
4.3
Summary and Recommendations of Adelaide Beach Replenishment Dredging
Study (200Kb PDF)
4.4
Technical Support Information (600Kb PDF)
4.5
Coastline No. 29 The Value of the Adelaide Beaches (600Kb
PDF)
Latest Review of Adelaide Beach Management
In 2000, the Department for Environment and Heritage, on behalf
of the Coast Protection Board, initiated a review of the management
of Adelaide's metropolitan beaches. During the review, the Department
considered a range of alternative coast protection strategies. Most
of these alternatives had been examined in previous studies in 1970,
1984, 1992 and 1997. However, all alternatives were reassessed in
light of the recent changes to the coast and the results of updated
coastal process modelling data commissioned by the Board during
the review. For more information see Alternative
Management Strategies.
Based on examination of the benefits and costs of all alternatives,
along with the results of a series of modelling and feasibility
studies and input from the community, the Department has developed
an innovative strategy for managing Adelaide's beaches called Adelaide's
Living Beaches: A Strategy for 20052025.
Details of the latest review of Adelaide beach management are contained
in the Adelaide's Living Beaches: A Strategy for 20052025
technical report, which is available on CD-ROM by contacting the
Coastal Protection Branch (see Information
Resources).
Coastal Processes Study
In April 2003 the Coast Protection Board commissioned Coastal Engineering
Solutions Pty Ltd to update coastal process modelling for the metropolitan
coastline from Kingston Park to Outer Harbor, to provide technical
support for the latest review of Adelaide beach management.
The study took into account possible future changes to seagrass
meadows and sea levels (as a consequence of climate change), as
these have the ability to alter nearshore wave conditions and thus
the amount of sand being transported along the coast. The coastal
reach in the vicinity of Hallett Cove was also included in the study
area to investigate a possible strategy of exploiting the predominant
northerly sand transport processes to naturally supply sand to the
downdrift metropolitan beaches while improving beach amenity at
Hallett Cove. As well as addressing the existing situation, the
study included modelling of the processes affecting the beaches
as they might have been 100 years ago and are likely to be in 20,
50 and 100 years time. The last three scenarios have obviously made
progressively larger assumptions about how the coast and climate
will change. Sea level rise predictions are the mid-range of the
current modelled predictions by the Intergovernmental Panel on Climate
Change in 2001 (see the IPCC Third Assessment Report: http://www.grida.no/climate/ipcc_tar/).
Main findings of the coastal processes
study (150Kb PDF)
Coastal Engineering Solutions
2004, Coastal Processes Study of Adelaide Beaches, prepared
for the Department for Environment and Heritage, Adelaide (2.5Mb
PDF)
Seagrass Rehabilitation Studies
In 2001, SARDI Aquatic Sciences and the Coastal Protection Branch
of the Department for Environment and Heritage held Australia's
first workshop on seagrass restoration to review the current status
and knowledge in Australia and overseas. Following the seagrass
restoration workshop a program for seagrass rehabilitation was formulated,
with the ultimate objective to develop reliable techniques for seagrass
restoration and rehabilitation suitable for application along the
Adelaide metropolitan coast.
Three approaches to seagrass restoration have been or are currently
being investigated:
- donor-dependent methods, involving the collection of mature
seagrass from a donor meadow for transplanting to areas of seagrass
loss
- donor-independent methods, involving the collection, successful
germination, grow-out and planting of seedlings
- recruitment facilitation methods, aimed at enhancing natural
seagrass recruitment.
During 2002 and 2003 work focused on donor-dependent and independent
methods, but current research is predominantly directed towards
recruitment facilitation. Most successful is the use of hessian
material to boost natural recruitment of Amphibolis antarctica
juveniles. Trial sites are located at Henley Beach and Tennyson.
Seedlings are being monitored for survival and growth. If the trials
prove successful, then artificial stabilisation of the seabed to
assist seagrass regrowth could be contemplated. This approach not
only avoids damaging existing seagrass meadows but also appears
to be less time-consuming than the propagation and planting of seagrass
seedlings. Notwithstanding this, research into the use of seedlings
in seagrass restoration is ongoing.
New seagrass meadows would provide habitat and protect marine life,
which could restore a substantial ecology that has been lost off
the Adelaide coast. However, it would be many centuries before seabed
levels are restored by this means. Therefore, the exacerbated foreshore
erosion due to seagrass loss will only partially be reduced. This
reduction would be due solely to the increase in seabed friction
on wave energy from the seagrass meadows.
For more information see the South Australian Research and Development
Institute (SARDI) website: http://www.sardi.sa.gov.au
Beach Values Study
The beach values study carried out by Burgan in 2003 quantified
the value of beaches to foreshore property owners and the public.
Records of historic storm damage give an indication of the value
of beaches to protect not only houses but also foreshore infrastructure
including roads, services and public amenities. These values would
be lost or significantly reduced where beaches are not prevented
from drifting away. The basic results are contained in the table
below.
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Value of beaches to properties with beach access
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$5 million per year
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Value of beaches to properties in walking distance
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$16 million per year
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Value of beaches to day visitors
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$23 million per year
|
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Value of beaches to public finance (higher levels of council
rates, stamp duty on property transfers and emergency service
levy)
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$2 million per year
|
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Total value of beaches to properties and general public
|
$46 million per year
|
Beach Values Study Final
Report (200Kb PDF)
Beach Users Study
In 2003, the Department for Environment and Heritage commissioned
a study by McGregor Tan Research to determine how the community
uses the beach, the value of particular beach attributes, and attitudes
towards different beach management strategies. A clean beach, a
clean ocean and having sandy beaches were considered valuable by
a large proportion of respondents. Beach replenishment received
the most support in terms of different management strategies, because
it was generally perceived to be the most effective and least intrusive
method. Pipelines were suggested by some participants as an effective
way of maintaining sand on the beaches while minimising social impacts.
Beach Users Study Summary Report
(500Kb PDF)
Recreational Beach Width for Adelaide's
Metropolitan Beaches
In 2005, recreational beach widths were calculated for each profile
location along the metropolitan coast. Results were compared with
data obtained in previous years to reveal long- and short-term trends
in beach erosion or accretion. The major finding of the study was
that the beach replenishment program has successfully increased
the width of the beach in several critical areas along the metropolitan
coastline.
Coastline 36 Recreational
Beach Widths along the Adelaide Coastline (1.1Mb
PDF)
Technical Report
Recreational Beach Width for Adelaide's Metropolitan Beaches (1.1
Mb PDF)
Appendix A
Changes in recreational beach width at each profile location
over time (1.1 Mb PDF)
Information Resources
Copies of many studies and reports on Adelaide coast protection
are available by contacting the Coastal Protection Branch on (08)
8124 4877 or by email: Carole
Hutchens.
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