natalie angelopoulos prof ian cowx hull international ... conference/session 3a...natalie...
TRANSCRIPT
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Assessing the impact of river rehabilitation
schemes – a missing dimension or
unnecessary procedure?
Natalie Angelopoulos
Prof Ian Cowx
Hull International Fisheries
Institute (HIFI)
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(Petroski 1992) source Downs & Kondolf 2002
“No one wants to learn by
mistakes, but we cannot
learn enough from
success to go beyond the
state of art”
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Evaluate overall project effectiveness
- Testing objectives
- Allows for the correction of errors
Enables feedback – to improve rehabilitation projects
Development of existing project plans
Increase our knowledge of restoration methodologies
Why monitor?
-
Identify measures for
rehabilitation
Identify pressures
responsible for
degradation
Uncertainty and risk assessmentHave they been
proven? e.g.
FORECASTER
Economically & socially
acceptable
Reject & identify
alternative solutions
Implement strategy to
improve habitat
Post – project
monitoring &
evaluation scheme
How is fish habitat area
degraded?
Is fishery
performance &
environmental
quality satisfactory?
Reset objectives for
sustainability,
conservation & a
higher ecological
status
HD & WFD Driver
Establish objectives for river
rehabilitation
Evaluate river health &
fish status – monitoring &
assessment
yes
no
Where Does Monitoring Fit in to the River Rehabilitation Project Planning
Framework?
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What should we monitor? FISH
River habitat assessment
HABSCORE
PHABSIM
MesoHABSIM
• Reach Dimensions
• Substrate & Flow
• Percentage Cover
Others
- Invertebrates
Fish monitoring methods
Electric fishing
- Quantitative
- Semi-quantitative
Micromesh seine netting
Fish population assessment
- Indicator species
- Single species or entire community
- Population dynamics, density, recruitment
- Age and growth determination
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When & How should we monitor?
WHEN?
Pre-monitoring – to assess the river health & fisheries status
- Baseline Data
- Reference Condition – what is a reference site?
Post monitoring – to test objectives against results
HOW?
Frequency of sampling variables
Temporal monitoring
- Short term
- Long term (5-10 years)
Spatial monitoring – to represent all different habitats
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How long does it take to see a response?
Long term
Short
term
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2006
2007
2009
Rottal Burn – Site 13c
Identifying natural fluctuations in populations
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2006
2007
2009
Rottal Burn – Site 13d
Identifying natural fluctuations in populations
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Need to be aware the influence of variable recruitment and life cycle processes on the “abundance” of species at any one time!
Intensity of human impact
Metr
ic
positive response
no response
unpredictable response
negative response
Time
Improving
Decline
Variable
Stable
Action required
All fine
?
Highlights the need to setting attribute targets and interpreting monitoring data
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Flood defence works – River Don
Brief overview:
Shoal and tree removal in five reaches
Fish populations were assessed before (February 2010) and after (August
2010) flood defence activities
R
E
S
T
O
R
A
T
I
O
NBEFORE AFTER
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Length distributions of grayling in the Blonk Street section, River Don, February 2010 and August 2010
Flood defence works River Don
Findings:
Data suggested flood defence works had no obvious impact on the fish
populations in the study reach
-
Future actions:
Monitoring will continue for the next 2 years to identify any
changes in fish populations in response to habitat
modifications
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Why:
- To evaluate effectiveness of project
- Success criteria - Test objectives against results
- Project appraisal
- Contributes to current knowledge to benefit future projects
Evaluation & Reporting
DO YOU DO IT?
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COMMUNICATION & CO-OPERATION
Transfer of Knowledge
Multidisciplinary – Geomorphologists, hydrologist, fisheries scientists etc…
Groups – Scientists, stakeholders, practitioners & general public
Learn from rehabilitation efforts:
River Restoration Centre (RRC)
Environment Agency
Association of Rivers Trusts
University Studies
European Centre for River Rehabilitation
FORECASTER (Hull University,
Deltares)
RESTORE
2010-2013
WFD-REFORM
2011-2015
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WFD REFORM
Eawag
JRC
25 Partners throughout
Europe
Deltares
Alterra
AU-NERI
BOKU
Cemagref
DDNIEcologic
IGB
RECETOXNERC-CEH
QMUL
SLU
SYKEUDE
UHULL
UNIFI
UPM
VU-IUM
WULS
CEDEX
DLG
EAISPRA
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Adaptive Management Framework For River
Restoration?
• Promote restoration as a programme rather than
beginning and end points
• Feedback loop overcomes complexities & uncertainties
• Allows for developments and improvement to the project
• Transferable to different rehabilitation projects across a
range of diverse rivers
• Encourages scientific communication
• Encourages monitoring & evaluation to be incorporated
in all programmes
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Acknowledgements:
Hull International Fisheries Institute
Wild Trout Trust
Trent Rivers Trust
Environment Agency
East Yorkshire Chalk Rivers Trust
National Trust
Cain Bio-Engineering
Land owners
Fishery owners
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Rehabilitation of hydrogeomorphological processes in a lowland UK river:
Quantifying and assessing the effects of large wood reintroductions
Gemma Harvey1, Alex Henshaw1, Chris Parker2, Carl Sayer3 & Murray Thompson3,4
in collaboration with:
Project Manager: Dave Brady5, Site Manager at Blickling Hall, Norfolk
1School of Geography, Queen Mary, University of London; 2Department of Geography and Environmental Management, University of
the West of England; 3Department of Geography, UCL; 4Natural History Museum, London; 5National Trust
Contact: [email protected]
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Overview
• Context
• The River Bure rehabilitation project
• Monitoring and research
• Some initial findings
• Outcomes so far and future work
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• A natural feature of wooded river systems and an important influence on fluvial landform
development at the patch and reach scale:
• In pristine systems, wood budgets reflect input processes (recruitment) and output
processes (physical and biological) and the size distribution of the wood
• Wood budgets are heavily modified in most rivers as a result of:
• Large scale woodland clearance over long timescales
• Direct removal (de-snagging) to reduce risks associated with flow conveyance,
blockages at structures, bank erosion, morphological change
• Channel modifications – influencing lateral and longitudinal connectivity
Wood accumulations in river channels
Keller and Swanson (1979)
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Gregory and Davis (1992)
Influence on hydrogeomorphology and ecology
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Wood in river rehabilitation
“Temporarily reintroduce natural or quasi-natural LWD loadings until such time as the riparian
zone is rehabilitated to an extent where natural processes of LWD recruitment can take
place…
…LWD is replaced to provide a number of functions such as bed protection, bank protection
and habitat creation”
Often, the focus has been on wood as a flow deflector:
• Introducing flow variability
• Inducing localised erosion and deposition without increasing risks associated with bank
scour or impoundment of flow
Viles et al. (2008)
(Erskine and Webb, 2003)
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• Chalk stream in north Norfolk
• National Trust Blickling estate
• Woodland, parkland and farmland
Reintroduction of large wood: the River Bure, Norfolk
• Over-widened due to historic dredging activities and heavily silted
• Large wood previously removed by fishing club and EA
• Fishing club and the National Trust considered wild trout stocks and overall conservation
value to be relatively low
• Site Manager Dave Brady identified an opportunity for restoration by felling trees into the
river to improve habitat and restore a natural process
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Reintroduction of large wood: the River Bure, Norfolk
Dave Brady developed and implemented the project based on some key principles
Project aims:
• To improve river habitat by re-instating in-channel large wood features
• To increase the stock of wild trout (for the fishing club) and to enhance the biodiversity and
conservation value of the reach
Requirements
• Low cost: no budget allocation
• Non-technical: site was not easily accessible with machinery and only materials available
adjacent to the river could be used
• Aesthetically acceptable:long established (100yrs) fishing club was involved
• Easy to modify if needed
Work was “guided” by the river and the materials available
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Reintroduction of large wood: River Bure
Equipment:
• Chainsaws
• A hand winch
• An old plastic boat
… and some volunteers
Methods:
• Trees were felled into the river
• Once in the river, some wood units were modified to comply with EA by-laws or to
accommodate the casting of a fly
• In most cases material was left to self-anchor, but in a few cases branches and trees were
fixed in place
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Hydrogeomorphological research on the Bure
Hydrogeomorphological research at the River Bure has been funded by the Hydrogeomorphological and Biogeochemical
Processes Research Theme, School of Geography, Queen Mary, University of London; and University of the West of England
(Chris Parker: Early Career Researcher Starter Grant)
Continuous monitoring
• River stage (and Q, through calibration)
Time-integrated sampling:
• Suspended sediment
Repeat field surveys:
• Channel topography
• Flow velocities and water depths
• Channel substrate type
• Depth of fine sediment
• Position of wood structures
• Aquatic vegetation types
Experimental process-based research:
• Fine sediment transfer/storage
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Reach A: Wood reintroduced Autumn 2008
Reach C
Reach A
100m
Reach B
Flow direction
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Reach B: Wood reintroductions in Autumn 2010
Reach C
Reach A
100m
Reach B
Flow direction
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Reach C: No wood reintroductions
Reach C
Reach A
100m
Reach B
Flow direction
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BA CMean: 0.57 mSD: 0.19
Skewness: 0.2
Kurtosis: -0.4
Mean: 0.48 m
SD: 0.18
Skewness: 1.8
Kurtosis: 4.3
Mean: 0.45 m
SD: 0.14
Skewness: 0.8
Kurtosis: 0.7
Summer 2010
BA CMean: 0.50 mSD: 0.20
Skewness: 0.1
Kurtosis: -0.4
Mean: 0.41 m
SD: 0.17
Skewness: 1.6
Kurtosis: 3.3
Mean: 0.39 m
SD: 0.14
Skewness: 1.1
Kurtosis: 1.6
Spring 2010
Water depth
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Flow velocity (Summer 2010)
BA CMean: 0.13 m
SD: 0.13
Skewness: 0.8
Kurtosis: -0.06
Mean: 0.03 m
SD: 0.03
Skewness: 1.77
Kurtosis: 3.91
Mean: -0.01 m
SD: 0.03
Skewness: 0.05
Kurtosis: 1.78
Mean: 0.12 m
SD: 0.12
Skewness: 0.56
Kurtosis: -0.08
Mean: 0.02 m
SD: 0.03
Skewness: 2.12
Kurtosis: 5.39
Mean: -0.01 m
SD: 0.05
Skewness: -4.76
Kurtosis: 32
Mean: 0.14 m
SD: 0.16
Skewness: 0.79
Kurtosis: -0.59
Mean: 0.03 m
SD: 0.05
Skewness: 2.02
Kurtosis: 3.82
Mean: -0.01 m
SD: 0.05
Skewness: -2.02
Kurtosis: 10.75
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A B C
Substrate characteristics (Summer 2010)
Patchiness associated with
wood structures and aquatic
macrophytes
Homogeneous silt and sand Patchiness associated with
aquatic macrophytes
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Aquatic plants
• Similar numbers of species in both shaded reaches
• Variations in patchiness and spatial organisation
• Complex assemblages of plants around wood structures
Spring 2010
Summer 2010
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Outcomes so far…
• The fishing club are pleased - they have been catching more wild trout and they see the
benefit in the “natural” habitat that has been created.
• The general view is that the project has been successful in increasing habitat complexity
and fish populations, and emerging results from the research study seem to be confirming
this.
• The project demonstrates the potential for effective, low cost, non-technical approaches to
river restoration by focusing on natural processes, within the right context.
• Dave Brady was awarded the Orvis Wild Trout Trust Conservation Award
(amateur category) in 2010.
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Future work
• Fieldwork in spring and summer 2011 will provide post-rehabilitation data for Reach B
The aim is to continue the monitoring over longer timescales to explore:
• Trends in habitat complexity
• Interactions between wood accumulations and hydromorphological processes under
modified conditions
• Mobility/ stability of wood accumulations
• Relationships between large wood, hydromorphological processes and ecology
Links with complementary research by Carl Sayer and Murray Thompson (UCL), Steve Brooks (Natural
History Museum) and Guy Woodward (QMUL): invertebrate and fish diversity, colonisation experiments,
analysis of food webs.
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Thank you
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Post-project appraisalof the morphological and ecological performance of the River Harbourne flood alleviation scheme near Harbertonford, Devon
Kayleigh Wyatt & Colin Thorne – University of Nottingham
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Presentation structure
Introduction
Context and overview of study site
Harbertonford and the flood alleviation scheme (FAS)
Post-project appraisals (PPAs)
Ecological and morphological performance of FAS
Wider applicability
Knowledge gained – SWOT analysis
Lessons learned – summary conclusions
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Introduction
Environmentalism has enhanced awareness of human interaction with natural environments
Increasing demand for environmental sensitivity is reflected in flood risk management legislation
EU Habitats Directive (1992)
EU Water Framework Directive (2000)
Foresight Future Flooding Project (2004)
DEFRA ‘Making Space for Water’ (2004)
Pitt Review and Foresight Update (2008)
Floods and Water Act (2010)
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Locational context
0 1km
N
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Locational context
0 1km
N
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Catchment context
(Bradley, 2005)
N
1km0
HARBERTON
HARBERTONFORD
River Harbourne
HarbertonStream
YeolandsStream
(after BDB Associates, 2001)
1998
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(Environment Agency, 2003; Environment Agency, 2001, p.45)
Overview of FAS
“reduce the frequency of property flooding at Harbertonford ... without undue environmental disruption and if possible with some environmental gain” ...whilst minimising maintenance requirements and retaining amenity value
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Overview of FAS
(Bradley, 2005)
‘the future of flood defence schemes’Sir John Harman (Chairman of Environment Agency)
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Post-project appraisals
LEGEND: published paper ; unpublished dissertation ; in progress
Bradley et al.(2004)
Williams (2002)
Breton (2003)
Bradley(2005)
Rhodes(2007)
Wyatt (2010)
Wyatt (2011)
Environment Agency (2011)
EA-DEFRA Project SC040015River Sediments and Habitats
FRMRC (2011)
Calrow(2012)
EPSRC EP/FP202511/1Morphology, Sediments and
Habitats Work Package
MScMScMSc
MSc BSc BSc
-
N
Post-project appraisals (cont)
(Wyatt, 2010)
0 1km
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Post-project appraisals (cont)
ECOLOGICAL DATA
River habitat surveys (RHS) – HQA and HMS
Diatom sampling – TDI, GDI and %PTV
Benthic macroinvertebrate sampling – BMWP
Riparian vegetation surveys – species/area
MORPHOLOGICAL DATA
Cross-sectional channel profile surveying
(Wyatt, 2010)
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Post-project appraisals (cont)
UPSTREAM REACH – 1
Project aim: flood storage and environmental enhancement
Appraised by:
River habitat surveys
(Wyatt, 2010)
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Post-project appraisals (cont)
UPSTREAM REACH – 1
Project aim: flood storage and environmental enhancement
Appraised by:
River habitat surveys
Diatom sampling
(Wyatt, 2010)
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Post-project appraisals (cont)
UPSTREAM REACH – 1
Project aim: flood storage and environmental enhancement
Appraised by:
River habitat surveys
Diatom sampling
Riparian vegetation surveys
(Wyatt, 2010)
Mean average number of flora species per quadrat: 5.71
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Post-project appraisals (cont)
MIDSTREAM REACH – 2
Project aim: no active management influences
Appraised by:
River habitat surveys
(Wyatt, 2010)
MIDSTREAM (CONTROL) REACH – 2
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Post-project appraisals (cont)
MIDSTREAM REACH – 2
Project aim: no active management influences
Appraised by:
River habitat surveys
Diatom sampling
(Wyatt, 2010)
MIDSTREAM (CONTROL) REACH – 2
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Post-project appraisals (cont)
MIDSTREAM REACH – 2
Project aim: no active management influences
Appraised by:
River habitat surveys
Diatom sampling
Riparian vegetation surveys
(Wyatt, 2010)
MIDSTREAM (CONTROL) REACH – 2
Mean average number of flora species per quadrat: 3.40
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Post-project appraisals (cont)
DOWNSTREAM REACH – 3
Project aim: enhanced conveyance and amenity, reduced maintenance
Appraised by:
River habitat surveys
(Wyatt, 2010)
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Post-project appraisals (cont)
DOWNSTREAM REACH – 3
Project aim: enhanced conveyance and amenity, reduced maintenance
Appraised by:
River habitat surveys
Diatom sampling
(Wyatt, 2010)
-
Post-project appraisals (cont)
DOWNSTREAM REACH – 3
Project aim: enhanced conveyance and amenity, reduced maintenance
Appraised by:
River habitat surveys
Diatom sampling
Benthic macro-invertebrate sampling
(Wyatt, 2010)
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Post-project appraisals (cont)
DOWNSTREAM REACH – 3
Project aim: enhanced conveyance and amenity, reduced maintenance
Appraised by:
River habitat surveys
Diatom sampling
Benthic macro-invertebrate sampling
Riparian vegetation surveys (Wyatt, 2010)
Mean average number of flora species per quadrat: 0.70
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Post-project appraisals (cont)
ALL REACHES
Project aim: maintain natural morphological dynamism of channel
Appraised by:
Cross-sectional channel profile surveying
(Wyatt, 2010)
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Post-project appraisals (cont)
ALL REACHES
Project aim: maintain natural morphological dynamism of channel
Appraised by:
Cross-sectional channel profile surveying
(Wyatt, 2010)
-
Post-project appraisals (cont)
ALL REACHES
Project aim: maintain natural morphological dynamism of channel
Appraised by:
Cross-sectional channel profile surveying
(Wyatt, 2010)
-
Post-project appraisals (cont)
ALL REACHES
Project aim: maintain natural morphological dynamism of channel
Appraised by:
Cross-sectional channel profile surveying
(Wyatt, 2010)
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Knowledge gained
(Harbertonford Community, n.d.)
STRENGTHS Success in achieving FAS project aims,
particularly avoiding environmental disruption and promoting gains
FAS appears to have achieved beneficiary community acceptance –role of stakeholder involvement?
-
(Harbertonford Community, n.d.; Morris et al., 2004)
Knowledge gained
STRENGTHS Success in achieving FAS project aims,
particularly avoiding environmental disruption and promoting gains
FAS appears to have achieved beneficiary community acceptance –role of stakeholder involvement?
WEAKNESSES Anecdotal evidence of reliance on
human action during flood events Constraints remain in place (such as
flood walls in downstream reach) Excessive caution in design (such as
over-planting in upstream reach)
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Knowledge gained
(Harbertonford Community, n.d.)
STRENGTHS Success in achieving FAS project aims,
particularly avoiding environmental disruption and promoting gains
FAS appears to have achieved beneficiary community acceptance –role of stakeholder involvement?
WEAKNESSES Anecdotal evidence of reliance on
human action during flood events Constraints remain in place (such as
flood walls in downstream reach) Excessive caution in design (such as
over-planting in upstream reach)
OPPORTUNITIES Multiple PPAs of FAS performance to
date – availability of pre-project data Possibility of broader future PPAs
regarding stakeholder involvement Potential for ‘localism’ involving
beneficiaries in FAS maintenance
-
Knowledge gained
STRENGTHS Success in achieving FAS project aims,
particularly avoiding environmental disruption and promoting gains
FAS appears to have achieved beneficiary community acceptance –role of stakeholder involvement?
WEAKNESSES Anecdotal evidence of reliance on
human action during flood events Constraints remain in place (such as
flood walls in downstream reach) Excessive caution in design (such as
over-planting in upstream reach)
OPPORTUNITIES Multiple PPAs of FAS performance to
date – availability of pre-project data Possibility of broader future PPAs
regarding stakeholder involvement Potential for ‘localism’ involving
beneficiaries in FAS maintenance
THREATS Inadequate FAS maintenance Risks posed by invasive species Future impacts of climate change Future impacts of land use change Inappropriate knowledge transfer to
other flood alleviation schemes
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Lessons learned
River Harbourne FAS demonstrates ambition can be rewarded, as it is possible to meet targets for flood defence, environmental enhancement and stakeholder acceptance simultaneously
Acceptance and support from beneficiaries and residents illustrates the advantages of early and effective stakeholder consultation and involvement
However, leaving physical constraints in place has increased the vulnerability of environmental gains to the effects of future climate and land-use changes
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Lessons learned (cont)
Performance to date suggests that designers were excessively cautious in over-planting the flood storage area and over-sizing rock used to construct riffles
FAS has reduced need for maintenance but is notmaintenance free – there is no guarantee that riparian stakeholders have the knowledge, skills or resources necessary to meet future maintenance needs
Collection and archiving of pre-project data, coupled with repeated PPAs, provides quantitative evidence concerning FAS performance and makes it possible to learn lessons and manage adaptively
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Acknowledgement
The research reported in this presentation was conducted as part of the Flood Risk Management Research Consortium with support from:
Engineering and Physical Sciences Research Council
Department of Environment, Food and Rural Affairs / Environment Agency Joint Research Programme
United Kingdom Water Industry Research
Office of Public Works Dublin
Northern Ireland Rivers Agency
www.floodrisk.org.ukEPSRC grant:
EP/FP202511/1
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References and resources
BDB Associates. (2001). Geomorphological audit of the Harbourne catchment. BDB Associates: Exmouth, UK. Bradley, W., Jones, M. & Morrison, A. (2004). Integrating design with the environment to maximise benefits from a flood
storage dam: successful implementation at Harbertonford. In: Hewlett, H. (ed). Long-term benefits and performance ofdams. Thomas Telford: London, UK.
Bradley, W. (2005). Effective flood alleviation design and construction. Proceedings of the Institution of Civil Engineers.Municipal Engineer 158 (ME2): p.107-113.
Breton, N. (2003). Testing and analysis of an enhanced geomorphological post-project appraisal, by its application to theRiver Harbourne flood defence scheme, Harbertonford, Devon. Dissertation for Environmental Management MSc at TheUniversity of Nottingham.
Environment Agency. (2001). Harbertonford Flood Alleviation Scheme: Option Appraisal Report. Halcrow UK: Exeter, UK. Environment Agency. (2003). Harnessing the Harbourne. A flood defence scheme for Harbertonford. Environment
Agency: Exeter, UK. Harbertonford Community. (n.d.). Harbertonford Community website [online]. Available at: http://www.harbertonford.
org/index.php/Main/HomePage. [Accessed 1st April 2011]. Morris, J., Hess, T., Gowing, D., Leeds-Harrison, P., Bannister, N., Wade, M. & Vivash, R. (2004). Integrated washland
management for flood defence and biodiversity. English Nature Research Report 598. Cranfield University: Silsoe, UK. Rhodes, C. (2007). Assessment of the efficacy of one-shot monitoring for a geomorphological post-project appraisal: a case
study of the Harbertonford flood defence scheme, Devon. Dissertation for Environmental Management MSc at TheUniversity of Nottingham.
Williams, L. (2002). The incorporation of habitat parameters to the geomorphological appraisal of the Harbertonford flooddefence scheme, South Devon. Dissertation for Environmental Management MSc at The University of Nottingham.
Wyatt, K. (2010). The impacts and success of the River Harbourne flood alleviation scheme near Harbertonford, Devon.Dissertation for Geography BSc (Hons) at The University of Nottingham.