storm surge modeling with cygnss winds · • 10% wind speed measurement uncertainty at tropical...
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GNSS+R 2017 Ann Arbor, MI23-25 May 2017
Storm Surge Modeling with CYGNSS WindsApril Warnock1, Chris Ruf2, Mary Morris3
(1) SRI International, Ann Arbor, MI(2) University of Michigan
(3) NASA Jet Propulsion Laboratory
Summary• The NASA CYGNSS Mission was launched on 15
Dec 2016• CYGNSS will provide high temporal resolution
measurements of ocean surface winds in tropical cyclones (TCs)
• Examine the use of CYGNSS wind products to improve prediction of coastal storm surge due to TCs
• Use the ADCIRC 2DDI storm surge forecast model with simulated CYGNSS winds over Hurricane Irene
• Results indicate that CYGNSS-derived winds have a positive impact on storm surge modeling predictions
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CYGNSS Mission Overview• The Cyclone Global Navigation Satellite System (CYGNSS)
consists of 8 microsatellites, each with a 4-channel GPS bi-static radar receiver
• Measure GPS signals scattered from the ocean surface to determine ocean surface roughness and wind speed
• 10% wind speed measurement uncertainty at tropical cyclone wind speed levels
• Use small satellites so many can be flown to improve sampling• Low Earth orbit (520 km) at low (35o) inclination to maximize
temporal sampling at tropical latitudes
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Motivation• Tropical Cyclone intensity (peak sustained winds, Cat #) is the
most common metric used to characterize storm strength and allude to its distructive potential
• Much more damage (property and loss of life) is caused by flooding than by high winds
• Storm surge is the increase in sea level due to storms. The primary forcing mechanism is water driven to the shore by near surface winds.
• Desire to improve the forecasting of storm surge
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Storm Surge Forecasting• Storm surge forecasts use finite element, time evolving models
guided by underlying primitive hydrostatic momentum and continuity equations
• Boundary conditions imbedded in the model include coastal boundaries and bathymetry (ocean depth)
• The accuracy of storm surge forecast in extreme weather is typically limited by the quality and availability of meteorological observations that force the model
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ADCIRC Storm Surge Model• ADvanced CIRCulation 2-Dimensional Depth Integrated
(ADCIRC-2DDI) model – Finite element mesh covering the Western North Atlantic, Gulf of
Mexico, and Caribbean Sea with 58,369 triangular elements of order 100 km in the open ocean and order 20 km near the storm
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finite element mesh (a) and bathymetry (b)
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Case Study – Hurricane IreneLife Cycle• 21Aug 2011 Tropical Storm• 22-24 Aug Intensification Period• 24 Aug 2011 Max Intensity = Cat 3 • 27 Aug 2011 Weaken to Cat 1• 27-29 Aug 2011 Make Landfall (North
Carolina to New York)Storm Surge• 1.2–1.8m typical over affected coastal
regions• 2.2 m max in North CarolinaForecast Skill• Winds generally well forecast by HWRF
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ADCIRC Storm Surge Forecasts• Model Initialization
– Ramp function is implemented over first two days to transition from zero circulation initial conditions to full tidal amplitude values
– Spin-up time of 4 days prior to start time
• Meteorological Forcing– Navy Operational Global Atmospheric Prediction System (NOGAPS)
forecast winds and pressure for background fields (3 hr, 1 deg grid)– Hurricane Weather Research and Forecast (HWRF) reanalysis winds
during August 21, 2011 00:00 – August 29, 2011 00:00. HWRF uses dynamic nested grids to follow the trajectory of the hurricane (3 hr, three nested grids @ 1/4, 1/16 and 1/32 deg)
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Storm Surge Obs and ADCIRC Predictions using Full Reanalysis Winds
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80.0° W 77.5 ° W 75.0° W 72.5° W 70.0° W 67.5° W
35.0° N
37.5° N
40.0° N
42.5° N
8534720
8656483
8519483
8536110
86388638651370
8632200
8557380
851056084491308461490
8452660
8531680
8661070
8636580
ADCIRC Forecast Skill Using All Reanalysis Data
• Daily peak water surface level at 15 NOAA CO-OPS tide gauge stations during landfall period– 26 Aug 2011 18:00 –
28 Aug 2011 18:00• Compare Obs to
ADCIRC forecast– Mean error is -7.3 cm– RMS error is 17.5 cm
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Vary Meteorological Forcing Inputs to ADCIRC
• Use NOGAPS background wind and pressure as inputs away from storm in all cases
• Three options for input winds in storm#1: Reduce HWRF winds by 20% within 3x(radius of maximum winds)#2: Increase HWRF winds by 20% within 3x(radius of maximum winds)#3: Simulated CYGNSS winds derived from HRWF using mission end-to-end simulator with realistic time and space sampling and retrieval errors
• Fit CYGNSS data to parametrized wind model over storm region to fill in gaps between samples
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Typical CYGNSS Sampling During Storm Overpass
• U
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Parametric TC Wind Model• Fit v(r) wind model to CYGNSS observations
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2. . .
2 2.
122( )
2
M P M P M P
M P
r R V fRfrv r
R r
Validity of Parametric Model (1)• Apply estimator to ~200 storms
– Use HWRF as truth wind field– Derive simulated CYGNSS observations from HWRF and apply
parametric fitting model– Compare Vmax and Rmax of model to actual values in HWRF field
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Validity of Parametric Model (2)• Compare model and actual significant wind radii (34,
50 and 64 knot winds)
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Variable Met Forcing Results• 20% reduction tends
to produce lower surge
• 20% increase tends to produce high surge
• CYGNSS winds tend to improve storm surge forecast
RMS Errors• 17.7 cm (20% low)• 19.3 cm (20% high)• 14.4 cm (CYGNSS)
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Conclusions and Next StepsConclusion• 20% errors in HWRF storm winds produce significant errors
in storm surge predictions, which can be largely corrected by the use of CYGNSS satellite observations
Future Work• Examine other storm case studies with poor HWRF forecast
skill• Refine CYGNSS data assimilation approach beyond simple
parametrized wind structure model to better represent azimuthal asymmetries in storm structure
• Add wave effects to ADCIRC using the tightly-coupled ADCIRC-SWAN framework
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