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Professor Paul Bates

Date post: 20-Feb-2016
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Professor Paul Bates. SWOT and hydrodynamic modelling. According to UNESCO in 2004 floods caused ….. ~7k deaths Also ~225k deaths due to Asian tsunami, effectively a coastal plain flood affected ~116M people 7.5Bn USD of damages Flooding is the major natural hazard worldwide - PowerPoint PPT Presentation
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Professor Paul Bates SWOT and hydrodynamic modelling
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Page 1: Professor Paul Bates

Professor Paul Bates

SWOT and hydrodynamic modelling

Page 2: Professor Paul Bates

2 Flooding as a global problem

• According to UNESCO in 2004

floods caused …..– ~7k deaths

• Also ~225k deaths due to Asian tsunami, effectively a coastal plain flood

– affected ~116M people– 7.5Bn USD of damages

• Flooding is the major natural

hazard worldwide – 107 out of 305 UNESCO-listed

natural disasters in 2004 were floods

– Always the largest category each year

Page 3: Professor Paul Bates

3 Flood dynamics

• Large low amplitude waves– 1-1000km in length– <1 hour to 6 months duration– Low slope 1-100cm km-1

– Gradually varied flow– Above bankfull stage waves

spread in 2D over floodplains– Complex shallow water

inundation dynamics– Major control on wetland

biogeochemistry and carbon cycling

Page 4: Professor Paul Bates

4 Hydrodynamic models

• Principal tool for assessing flood risk

• Provide dynamic predictions of water depth and velocity– Horizontal scales of ~1-1000 m– Temporal scales of ~1-60 s over events lasting up to 1

year– Domain sizes of ~1- 100,000 km2

– Can be 1, 2 or 3 dimensional (but consensus that floodplain inundation is at least a 2D process)

Page 5: Professor Paul Bates

5 Model data needs

• Boundary conditions– Discharge and stage at river

gauging stations

• Topography– Ideally LiDAR (<10m spatial

resolution, <10cm rmse vertical accuracy), but can also use SRTM for large rivers

• Calibration/validation data– Measurements of water height

and flood extent– Used to calibrate model friction

parameters

Page 6: Professor Paul Bates

6 Current measurements of surface water dynamics

• Limited to….– Point gauging stations

– Very small numbers of consistent inundation images

– Satellite altimetery (=gauges)

Page 7: Professor Paul Bates

7 Carlisle, UK – 10m model vs. ground survey

RMSE on water depth = 0.32 m

Page 8: Professor Paul Bates

8 Upton on Severn, UK – 18m model vs Airborne SAR

= correct= over-prediction= under-prediction= predicted as

flooded, no ASAR coverage

Model fit = 89%

Page 9: Professor Paul Bates

9 Data limitations to modelling

• When we have distributed cal/val data we can do great

modelling

• But …..– Existing gauges only test bulk flow routing

• Allows modellers to ‘get away with’ 1D codes such as HEC-RAS which are known to miss important aspects of flood physics

– We only have data to test 2D model performance at ~10-15 sites globally

– Often only 1 flood extent image per event• Doesn’t allow us to test model dynamics

– Lack of sufficient cal/val data means that many flood models suffer from high uncertainty

Page 10: Professor Paul Bates

10 What data do we want?

• Must have ….– Over the mission lifetime generate data to calibrate 2D models at a ‘large’ number

of sites• Need flood extent with pixel sizes of ~100m or less and water elevations to at least

decimeter level accuracy• ‘Large’ here means data for O(1-2) more river reaches than we currently have• Will make 2D modelling routine globally

– For a more limited number of sites we need multiple synoptic images of flood extent and grids of water elevation through events

• Will allow model dynamic performance to be tested effectively for the first time and lead to the development of better modelling tools

• Would be nice– Discharge measurements in ungauged rivers accurate to ±25%– Better global floodplain terrain data

• SRTM is all we have, but this has ~5m scale vertical noise at 3 arc-second resolution• Ideally need a global floodplain DEM with decimeter scale vertical errors

Page 11: Professor Paul Bates

11 Will SWOT do this?

YES!– Don’t need to image all floods, just

a sufficient number– Dealing with whole river reaches

(10-1000km) so exact orbit repeat is not necessary to image a single flood multiple times

– Pixel size and water height/slope accuracy within specification

– Discharge will be routinely measured

– Better floodplain terrain data may be a fantastic side product of the mission

• Could be an important secondary science goal, but may incur some processing costs Credit: Karen Wiedman

Page 12: Professor Paul Bates

12 Hydrodynamic modelling – key message

• Routine application of hydrodynamic models appropriate to simulating floodplain inundation is currently prevented by a lack of observed 2D flood extent and water height data that can be used to calibrate such schemes. SWOT will provide this data and allow a step change in our ability to model floods.


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