flood forecasting and a case-study of the bristol avon · flood forecasting and a case-study of the...
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Flood Forecasting and a case-study of the Bristol Avon
BHS SW Young Hydrologist’s Meeting25 October 2006
Andy Barnes, Halcrow
Presentation Structure
• Flood Forecasting techniques• The Bristol Avon• Particular challenges• Model set-up• Inundation maps
Flood Forecasting techniques
• Flood Intelligence Files (FIF’s)• Level-to-level correlations• Rainfall vs response analysis• Rainfall-runoff models• Hydrodynamic forecasting models
Techniques: Flood Intelligence Files
Based on analysis of past events, including:• Peak levels/flows• Event rainfall information• Rate of rise & time-to-peak data• Typical response hydrographs
Techniques: Level-to-level correlations
Site A
Site B
Peak level at Site B = f (Peak level at Site A)
Techniques: Rainfall vs response analysis
Time
Flowor
level
T
Flood Warning threshold
Techniques: Rainfall-runoff models
Techniques: Hydrodynamic models
Inflow 1
Inflow 2
Inflow 3
Town
Forecast
BA catchment: Location
BA catchment: Main tributaries
BA catchment: Topography
BA catchment: Hydrology - SAAR
BA catchment: Main flood risk areas
BA catchment: October 2000 flood event
Approximate numberof properties flooded
• Bath 3
• Bradford-on-Avon 27
• Chippenham 3
• Malmesbury 22
• Trowbridge 1
BA catchment: July 1968 flood event
Pensford, River Chew
Challenges: Information
Challenges of flood forecasting model:
• Pilot study for hydrodynamic forecasting model
• Large catchment• 9 models• Tidal / fluvial interaction
And……………
Challenges: Rating reviews
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Discharge (m3/s)
Stag
e (m
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Bye modelAgency ratingSpot gaugingsHalcrow ISISRecommended rating
Datum = 67.80m AOD
Challenges: Structures
Challenges: Netham Weir
Challenges: Inundation maps
Challenges: Upstream storage
Significant upstream storage in some catchments
e.g. Chew Valley Lake
Model: Separate models
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Bitton
Dauntsey
Calstone
Startley
Fosseway
Hallatrow
Rodbourne
Semington
Chew Magna
Hawkeridge
Crabb Mill
MiddlehillAshton Vale Brislington
Ladden Bows
Stoke Bottom
Witham Friary
Matford Bridge
Midsomer Norton
Chipping Sodbury
Chew Valley Lake
Holwell
ChewStoke
Brokenborough
Frome
Calne
Vallis
Wellow
Midford
Stanley
Twerton
Bathford
Frenchay
Saltford
Avonmouth
Tellisford
Trowbridge
Wallbridge
ChippenhamNetham Weir
Tubbs Bottom
Compton Dando PulteneyWeir
Great Somerford
Bradfordon Avon
FramptonCotterell
Bath Ultrasonic
Middle Avon
Upper Avon
Lower Avon
River Chew
Midford Brook
Somerset Frome
Bristol Frome
River Biss
RiverMarden
Bristol Avon Flood Forecasting ModelCatchment map showing location ofseparate models and level/flow stations
# Error correction# Inflow# Monitoring
# Structure# Tidal
Level/Flow station type
Somerset FromeRiver BissRiver Marden
Upper AvonMiddle Avon
Midford BrookBristol FromeRiver ChewLower Avon
Model
Model: Routing and hydrodynamic reaches
# Error correction# Inflow# Monitoring
# Structure# Tidal
Level/Flow station type
RoutingHydrodynamic
Model type
Bristol Avon Flood Forecasting ModelCatchment map showing location of routing andhydrodynamic models and level/flow stations
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Bitton
Dauntsey
Calstone
Startley
Fosseway
Hallatrow
Rodbourne
Semington
Chew Magna
Hawkeridge
Crabb Mill
MiddlehillAshton Vale Brislington
Ladden Bows
Stoke Bottom
Witham Friary
Matford Bridge
Midsomer Norton
Chipping Sodbury
Chew Valley Lake
Holwell
ChewStoke
Brokenborough
Frome
Calne
Vallis
Wellow
Midford
Stanley
Twerton
Bathford
Frenchay
Saltford
Avonmouth
Tellisford
Trowbridge
Wallbridge
ChippenhamNetham Weir
Tubbs Bottom
Compton DandoPulteneyWeir
Great Somerford
Bradfordon Avon
FramptonCotterell
Bath Ultrasonic
Middle Avon
Upper Avon
Lower Avon
River Chew
Midford Brook
Somerset Frome
Bristol Frome
River Biss
RiverMarden
Model: Conversion of existing models
• Existing models used where possible• HecRas to ISIS• Simplifications• Run-time & stability improvements
Model: Other info
• Gate control rules• Cross-section extension• Ungauged tributaries
Model: Calibration and verification
Flows at Great Somerford - October 2000
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100
0 20 40 60 80 100 120Time (hours)
Flow
(cum
ecs)
Observed (revisedrating)
Modelled (improvedfloodplainrepresentation)
Flows at Great Somerford - January 2003
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0 20 40 60 80 100 120 140
Time (hours)
Flow
(cum
ecs)
Observed (revisedrating)Modelled
Flows at Great Somerford - December 2000
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0 20 40 60 80 100 120Time (hours)
Flow
(cum
ecs)
Observed (revisedrating)Modelled
Model: NFFS
• NFFS ‘forecasting platform’• Delft• National consistency
Maps: MIP areas
Maps: Information
• Scenarios• Return period estimation• DeltaMapper• LiDAR data
Maps: Example output
Maps: Real-time inundation maps
Questions……
Any questions?