using simple modelling and geomorphology habitat
TRANSCRIPT
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USING SIMPLE 1D-2D MODELLING AND
GEOMORPHOLOGY - HABITAT
ASSOCIATIONS TO ASSIST IN
FLOODPLAIN RESTORATION
Caroline Anderton
& George Heritage
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Introduction
• A study has been carried out to consider floodplain restoration on the Scottish River Dee
• The study included a number of surveys / assessments:
– Hydrological Assessment
– Topographic Survey – River Cross Sections + Embankment Crest Levels
– Geomorphological Audit
– Ecological Survey
– Hydraulic Modelling
• The study brief requested that the plan aims to restore natural channel form and function
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Impacts / Constraints
• Adverse impacts / constraints:
– Evaluate the potential risks to wetland sites (including RSPB) from river
naturalisation and identify any mitigation.
– Potential impacts of restoration on flooding and low river flows, particularly
at the grade B listed Mar Lodge and low lying properties in Braemar.
– Risk of exposure of Scottish and Southern Electric Power Cables through
channel migration.
– Risk of unintended adverse impacts on fisheries and habitats.
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River Dee Catchment
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Study Reach
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Stakeholders
• Aberdeenshire Council
• Dee Catchment Partnership
• Scottish Natural Heritage
• SEPA
• Cairngorm National Park
• National Trust for Scotland
• Dee Fisheries
• Estates
SSSI
SPA
SAC
Study Area
0 1 20.5Kilometers
±
Contains Ordnance Survey data © Crown copyright and database right 2010
Cairngorms SAC & SPA
Eastern Cairngorms SSSI
Cairngorms SPA
River Dee SAC
Morrone Birkwood SAC & SSSI
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Anthropogenic Influences
Bank toe reinforcement Flood Embankment Agricultural Embankment
Revetment Landfill – car chassis Landfill – concrete blocks
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Study Reach Channel Type Zonation
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Hydrometric Data – Model Input
0
100
200
300
400
AM
AX
(m
3/s
)
Water Year
0
1
2
3
4
5
6
7
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Nu
mb
er
of
AM
AX
O
ccu
ren
ces
March/April 1990
QMED – 191.8 m3/s
Q5 - 234.9 m3/s
Q25 - 306.4 m3/s
Q200 – 421.3 m3/s
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Topographic Survey- Model Geometry 1D-2D Model Domain
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Options Being Considered
• Option A - Do Nothing
• Option B1 - Remove waste material and leave void (car embankment)
• Option C1 – Complete removal or set back of embankments
• Option C1a – Target removal or set back of embankments
• Option D1 – Complete removal of hard bank reinforcement
• Option E1 – Option C1 + D1
• Also a number of combinations of each option
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Options
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Hydraulic Modelling (5, 25 & 200 year flows)
• Model was run for 5 year, 25 year & 200 year flows
– Base run - Existing channel, floodplain and embankment conditions
– Restoration scenarios
• Model Outputs
– mapped water extents, depth grids, velocity data and duration.
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Hydraulic Conditions – Flood Map (Water Extents)
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Habitat Morphology Relationships
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Linking Geomorphology & Habitat Association Methodology
• The natural vegetation communities present across the River Dee floodplain west of Braemar were mapped using a Phase 1 Habitat Survey.
• In order to predict the changes in habitat likely under the proposed options the distribution of habitats was effectively calibrated against the hydraulic conditions being predicted across the floodplain.
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Phase 1 Habitat Survey Maps
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Phase 1 Habitat Survey Maps
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Habitat Analysis
Description Habitat Area (m2) Perimeter (m) Patchiness
Woodland - Mixed - Semi-Natural A1.3.1 417,294 9,728 42.90
Grassland and Marsh - Marsh/Marshy Grassland B5 1,110,339 32,662 33.99
Heathland - Dry dwarf shrub heath - acid D1.1 391,423 18,950 20.66
Swamp , marginal and inundation - Swamp F1 7,370 656 11.23
Open Water - Standing Water - Oligotrophic G1.3 12,424 1,810 6.86
Open Water - Running Water - Oligotrophic G2.3 476,830 31,752 15.02
G1.3
G1.3
A.1.3.1
D1.1
D1.1
F1
B5
B5
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Modelled Compared with Existing – B5 (5yr)
Return
Period
Minimum
Depth
Maximum
Depth
Minimum
Velocity
Maximum
Velocity
A1.3.1 5yr 0 0.3 0 0.25
B5 5yr 0 1.3 0 0.3
D1.1 5yr 0 0.4 0 0.6
F1 5yr 0 0.17 0 0.45
G1.3 5yr 0.300
1.100
0.400
1.700
0.000 1.500
G2.3 5yr 0.350 3.700 0.100 1.500
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Optimal Parameters
• It became immediately clear that the present distribution of vegetation communities across the floodplain is far more limited than the hydraulic conditions would suggest. This may be attributed to a number of factors including:
– Intensive direct management of the floodplain vegetation (Vegetation
removal, planting etc.)
– Floodplain drainage
– Inter-specific competition between vegetation communities
– Unmeasured controlling variables
– Inaccuracies in the defined empirical hydraulic threshold values.
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Map – B5 Existing & All Embankments Removed
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Map – B5 Existing & Car Embankment Lowered
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Map – B5 Existing & Target Embankment Removal
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Community Coverage
• Implementation of any of the scenarios investigated within this study will potentially lead to an improved floodplain and in-channel vegetation community structure with community coverage and diversity increasing across all areas of the floodplain.
HabitatModelled - All
Removed
Modelled - Car
Embankment
Removed
Modelled - Targeted
Embankment
Removal
A1.3.1 1.15 0.90 1.10
B5 1.10 0.80 1.05
D1.1 0.42 1.05 1.04
F1 1.05 1.01 1.08
G1.3 1.14 0.90 0.96
G2.3 0.82 1.14 0.95
Note: Predicted Community divided by Modelled/Predicted Existing
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Community Patchiness
HabitatModelled - All
Removed
Modelled - Car
Embankment
Removed
Modelled -
Targeted
Embankment
Removal
A1.3.13.39 3.83 3.60
B5 6.96 9.47 9.08
D1.1 6.21 6.50 6.10
F1 3.35 3.48 3.31
G1.3 2.85 3.35 3.37
G2.316.86 16.70 16.80
Note: Predicted Community Area / Predicted Community Perimeter
• Change in community patchiness and potential diversity predicted by the hydraulically linked ecological modelling was calculated by dividing predicted community perimeter by predicted community area.
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Conclusions
• Hydraulic modelling is an ideal tool to facilitate an assessment of geomorphological & ecological assemblages linkages.
• During this study analysis indicated that overall the impact of selective breaching is much the same as for complete removal using the model assumptions.
– It is expected, however, that the improvements in community richness is
likely to be concentrated around breach locations and along activated
palaeo-features.
• Removal of the protection at the „car embankment‟ has the greatest impact on the floodplain with areas upstream being less responsive.
• Important to note limitations (managed floodplain & model does not predict morphological change).
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Acknowledgements
• Thank you to the project steering group
• Project Team at JBA
– George Heritage, Nicola Buckley, Laura Hicks & Christopher Toop
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Unravelling the complexities of fish habitat interactions for successful river rehabilitation
Michelle Smith, Ian Cowx and Tom CoulthardUniversity of Hull
Hull International Fisheries Institute, Department of Biological Sciences And
Department of Geography
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Drivers:
• the European Union Water Framework Directive
2000/60/EC
• the Habitats Directive 92/43/EEC.
Pressure to protect and improve ecological status
and habitat and biodiversity under legislation:
Require improvement and maintenance of fish
habitat
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Fish:•Abundance•Species composition•Age structure
Hydromorphology:•Water flow•Depth/width variation•Substrate structure•River morphology
Physical Habitat:
Understanding requirements of fish and factors that create, maintain and influence these habitats.
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Fishery habitat requirements (simplified)
River specific factors
-geomorphology, water quality
- regulation practices
Distribution of riparian
and littoral habitat
types
Bottom fauna habitats
Fish feeding-feeding areas
-benthic fauna
- zooplankton
Young fish
- fry, juveniles
Fish stocks- recruitment
- mortality
- growth
Spawning- spawning areas
- eggs
- nursery areas
Aquatic vegetation
habitats
Bank specific factors, river
width & gradient, back waters,
water level & flow, lateral &
longitudinal connectivity
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0
5
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91
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/08
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/12
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/19
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/12
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92
Date
Dail
y m
ean
dis
ch
arg
e (
m3
s-1
)
Type 2 - Afon Ceirw, Maesmor
Channel maintenance floods
Habitat maintenance floods
Dis
charg
e
Time
Flow as a driving force:Depends upon connectivity
Hydromorphology = Habitat diversity = biodiversity?
Small scale erosion and
deposition
Large scale erosion and deposition
Migration freshets
“trigger” flows
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Pressures:Weirs and Dams
River Don, Sheffield
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Channelisation
River Lea
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Drivers
Pressures
State
Impacts
Response
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Rehabilitation Measures:Small scale weir removal
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Addition of gravels
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Channel narrowing
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BUT
Are we getting it
right?
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Rehabilitation of Rivers
•Lack of understanding can lead
to poor rehabilitation
‒Of fluvial processes
‒Of habitat requirements of
fish at different life stages
•Need for community approach
•Need to optimise habitat
•Reinstate natural fluvial
processes
•MonitoringBradshaw, 1978
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Importance of monitoring fish populations and communities
Electric fishing surveysFish speciesFish lengthScale sample
Scale ageingAbundanceDensityComposition
Important to look at community not single species
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Importance of monitoring Habitat conditions
•Flow velocity•Width•Depth•Substrate
•Discharge per unit width
•Froude number
•Width depth ratio
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Population density
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Fish length
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Thresholds?
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Conclusions (1)
• Need for improved understanding of relationships between flow, habitat and fish community dynamics
• Need for recognition that rivers and reaches of rivers behave differently
• Need for understanding of habitat at all scales
• Need for monitoring river rehabilitation projects
• Need for defined objectives for monitoring in river rehabilitation
• Dissemination of both positive and negative results
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Macro scale: Whole catchment perspective
http://www.bbc.co.uk/scotland/education/int/geog/rivers/drainage/index.shtml
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•Substrate•Vegetation•Flow velocity•Depth
Riffle
Pool
Meso scale:Interaction of channel processes
Channel morphology:•Pool•Riffle•Glide
Riffle
Pool
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Micro scale:Smallest area influencing daily routine
Elliot
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Conclusions (2)
• Need for improved understanding of relationships between flow, habitat and fish community dynamics
• Need for recognition that rivers and reaches of rivers behave differently
• Need for understanding of habitat at all scales
• Need for monitoring river rehabilitation projects
• Need for defined objectives for monitoring in river rehabilitation
• Dissemination of both positive and negative results
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Next steps of Research
• Assess age structure within populations
• Post rehabilitation monitoring
• Compare differences between before and after studies
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Acknowledgements
• HIFI staff, postdocs and postgrads
• Trent Rivers Trust
• Wild Trout Trust
• Environment Agency
• East Yorkshire Chalk Rivers Trust
• Cain Bioengineering
• Land owners
• Fishery owners