Comparing flood mapping performances of 1D/2D hydraulic … · WFIUH) (vs rational method and...
Transcript of Comparing flood mapping performances of 1D/2D hydraulic … · WFIUH) (vs rational method and...
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Comparing flood mapping performances of 1D/2D hydraulic models using DEMs for representing the floodplain and
channel morphology
Model Comparison Session @ 2014 ASFPM ConferenceSeattle, WA (USA) - June 5th, 2014
Fernando Nardi, Antonio AnnisUniversity for Foreigners of Perugia (Italy)Alfred Kalyanapu, Nowfel Mahmud BhuyianTennessee Technological University (USA)Mauro NalessoIDRAN Ingegneria e Tecnologia Srl (Italy)
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
• The Tiber river basin case study (city of Rome)• Major river systems• Small ungauged tributaries
• Technical specifications for flood modelling and mapping
• Hydrology• Topography• Mapping: floodplain vs flood map• 1D vs 2D flood modelling
Outlines
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Tiber river case study
Area ~. 17,000 km2
Max. Elev ~ 1268 m aslMean Annual precipitation ~ 1200 mm
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
City of Rome
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
City of RomeTiber river within the urban area and the “walls” (levees)
Coastal floodplain
100 yrsUrban flood map
100 yrsUrban flood map
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
City of Rome
Aniene river basin (approx. 1,600 km2)
Main tributary of the Tiber river in the urban area
200 yrsUrban flood map
100 yrsUrban flood map
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
City of Rome
HYDROGEOMORPHIC FLOODPLAIN
Hydrologic-Hydraulic
flood maps
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
City of Rome Urban river system
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Nov. 2012 flood event
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
200 yrs flood mapping
2D flood model simulations
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
200 yrs flood mapping
2D flood model simulations
Coastal area
Urban walls overtopping
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0 50 100 150 200 250 300
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1D/2Driver model
2DFloodplainmodel 10m
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
100-200 yrs flood mapping
2D flood model simulations Coastal area
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
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Aniene river 200 yrs flood mapping
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Aniene river 200 yrs flood mapping
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
2D flood modelling for major river systems
• Enforcing predefined flood scenario (hydrology and eventually hydraulics from previous 1D study)
• Understanding flood dynamics of major river systems interacting with tributaries and levee-protected (floodplain) zones
• Spatially distributed flow depths and velocities for regulatory (urban planning) purposes
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Tributaries in urban area• Recent floods within the
city have been caused by minor basins
• Significant impact of urbanization
• Lack of previous hydrologic and hydraulic studies
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Flood modelling domain for tributaries
• 13 small ungauged riverbasins
• basin area range 30-150 km2
(tot. 1093 km2)• River reach average length:
approx. 20 km
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
13 minor basin tributaries
Channel lengthTot. 220 km
600+ river/street intersections
Flood modelling domain for tributaries
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Technical specifications for 2D flood model
- Lack of:- technical guidelines for 2D flood modelling in small gauged
basins- validation data
- Need to:- Compare/consider 1D modelling (guidelines, results, …)- 2D modelling for the complex fluvial-urban system
processes and features- Optimizing topographic data resources
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Hydrology
• GIS-based geomorphic IUH (GIUH and WFIUH) (vs rational method and triangular hydrograph) for evaluating hydrologic design scenario
• DEM-based flow direction/path processing
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Hydrology
• Basin discretization for subbasin design hydrology characterization• Compensate the impact of flood routing and volume losses for safely
estimating flood hazard
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Topography• LIDAR, UAV and Laser Scanner for highly
detailed DTM and DSM• Field survey of bridges and culverts• Simplified fluvial bathymetry
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
TopographyGIS data integration with existing and/or simplified bathymetry
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Mapping
Major and minor river system flood hazard integrated mapping
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Mapping
Major and minor river system flood hazard integrated mapping
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
2D flood maps
Hazard map
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
2D flood maps
Flow depths
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
2D flood maps
Flow velocity
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Floodplain map
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Floodplain vs flood map
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Floodplain vs flood map
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
1D vs 2D
• Large flat areas with minor channelization
• Leading impact of urban features (bridges, culverts, …) on flood dynamics
• Urbanized floodplain characterizing unsteady 2D extra-channel flows
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
1D vs 2D
• Large flat areas with minor channelization
• Leading impact of urban features (bridges, culverts, …) on flood dynamics
• Urbanized floodplain characterizing unsteady 2D extra-channel flows
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
1D vs 2D
• Large flat areas with minor channelization
• Leading impact of urban features (bridges, culverts, …) on flood dynamics
• Urbanized floodplain characterizing unsteady 2D extra-channel flows
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
1D vs 2D• significant floodplain
depths• channel/flow area/process
is not dominant• detailed hydrologic-
hydraulic modelling of bridges/culverts
• Can we use simplified DEM-based topography with a 2D model?
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Discussion• No, we can’t use DEM-based 2D model
• Regulatory and specification issues• Validation issue
• BUT, we can use 1D model for flood maps produced by postprocessing/interpreting extra channel flow process
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Ongoing/Future work
• Comparing/validating 1D flood model with different bathymetric characterization (ASCE Journal of Hydrologic engineering, in press)
• Using 2D model for US and Aniene basin (ongoing)
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Ongoing/Future work
• Using GIS modelling for combining worst case scenarios by integrating 1D and 2D hydraulic model results
• Validation of hydrology (flow gauge) and hydraulics/mapping (surveyed flood depths/areas)
• Providing accurate, reliable and easy-to-interpret information for regulatory flood map/engineering standard updates
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Association of State Floodplain ManagersSeattle, WA (USA) – June 1-6, 2014
Comparing flood mapping performances of 1D/2D hydraulic modelsusing DEMs for representing the floodplain and channel morphology
Thanks for your attention
@fnardi