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US Army Engineer Research and Development Center FEMA Region III Storm Surge Project Return Level Results and Historical Comparison Michael Forte USACE-ERDC FEMA Region III Coastal Workshop USACE- Field Research Facility November 1, 2011

FEMA Region III Storm Surge Project

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FEMA Region III Storm Surge Project. Return Level Results and Historical Comparison. FEMA Region III Coastal Workshop USACE- Field Research Facility November 1, 2011. Michael Forte USACE-ERDC. Advancements. 2010 Finite Grid 30-40m Minimum Resolution. 1978 Triangular Finite Grid - PowerPoint PPT Presentation

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Page 1: FEMA Region III  Storm Surge Project

US Army Engineer Research and Development Center

FEMA Region III Storm Surge Project

Return Level Results and Historical Comparison

Michael ForteUSACE-ERDC

FEMA Region III Coastal Workshop

USACE- Field Research FacilityNovember 1, 2011

Page 2: FEMA Region III  Storm Surge Project

US Army Engineer Research and Development Center

1978 Triangular Finite Grid5-10km resolution

2010 Finite Grid30-40m Minimum Resolution

Advancements

Page 3: FEMA Region III  Storm Surge Project

FEMA Tropical & Extratropical 100yr Return Levels

• Delaware Bay, Eastern Shore of VAand Southern Chesapeake Bay (Norfolk & Tidewater VA)contain the highest surge levelsthroughout Region III.

• Lowest return levels at Middle Chesapeake Bay

All UNITS ARE IN US FEET

Page 4: FEMA Region III  Storm Surge Project

100Yr Historical Return LevelsStill Water Elevation (SWEL)

Compiled by Dewberry from multiple Flood Insurance Studies throughoutRegion III

Sources:

USACE – Potomac (DC area)VIMS – Majority of Chesapeake Bay NWS- Hydro (Gauge analysis)USGS – (WL Gauge analysis)Grenier Engineering (WLGauge analysis)

Compare existing/historical with RegionIII 100yr results

Page 5: FEMA Region III  Storm Surge Project

100Yr SWEL ComparisonFEMA R3 minus Historical

•Majority of values +/- 1 foot when Compared to Historical Study

•Elevated Return Levels in Delaware Bay and Lower Chesapeake (Norfolk) (+ 1.5 – 3.5 ft)

•Decreased Return Levels in upperChesapeake Bay and VA Eastern Shore(- 1.5 – 3.5ft)

• Overall good agreement with a couple of important differences

Page 6: FEMA Region III  Storm Surge Project

US Army Engineer Research and Development Center

SWEL Comparison

Scatter Plot of Region III and Historical SWEL values

Page 7: FEMA Region III  Storm Surge Project

Why the changes?

• Storm track• Historical gauge analysis

• Historical Studies for Delaware Baywere based on gauge analysis with very few to no tropical systems occurring.

• Tropical Storm tracks –winds drive water South down the Chesapeake Bay

• Delaware Bay acts as a catch basinwith few tributaries allowing waterto pile up.

Page 8: FEMA Region III  Storm Surge Project

Why the changes?

• Storm track• Historical gauge analysis

• Historical Studies for Delaware Baywere based on gauge analysis with very few to no tropical systems occurring.

• Tropical Storm tracks –winds drive water South down the Chesapeake Bay

• Delaware Bay acts as a catch basinwith few tributaries allowing waterto pile up.

Page 9: FEMA Region III  Storm Surge Project

Why the changes?

• Storm track• Historical gauge analysis

• Historical Studies for Delaware Baywere based on gauge analysis with very few to no tropical systems occurring.

• Tropical Storm tracks –winds drive water South down the Chesapeake Bay

• Delaware Bay acts as a catch basinwith few tributaries allowing waterto pile up.

Page 10: FEMA Region III  Storm Surge Project

Region II & Region III100Yr Level Comparison

Region II Modeled output compared With Region III

Region II 100YrModeled Output

Page 11: FEMA Region III  Storm Surge Project

Region II & Region III100Yr Level Comparison

Another Encouraging Result!

• Majority of points are within +/- 1 foot.

• Two modeled outputs from twodifferent teams, run on two different computers = VERY GOODAGREEMENT

Page 12: FEMA Region III  Storm Surge Project

Region III minus Region II Histogram

Page 13: FEMA Region III  Storm Surge Project

US Army Engineer Research and Development Center

FEMA Region III Storm Surge Project

Summary/Conclusions

• Excellent agreement with historical SWELS with a few important differences

• Region II Compares well with Region III