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Integrated Analysis of Storm Tidal Surge, Sea Level Rise, Precipitation and Low Impact Development for Flood Hazard Assessment in a Coastal Urban Watershed 2016 FLORIDA FLOODPLAIN MANAGERS ASSOCIATION (FFMA) CONFERENCE MARCH 30 TH,2016 PRESENTERS: JUSTIN JOYCE, MASTERS STUDENT, DEPT OF CIVIL, ENVIRONMENTAL, AND CONSTRUCTION ENGINEERING, UNIVERSITY OF CENTRAL FLORIDA NI-BIN CHANG, PH.D, P.E., DEPT OF CIVIL, ENVIRONMENTAL, AND CONSTRUCTION ENGINEERING, UNIVERSITY OF CENTRAL FLORIDA RAHIM HARJI, P.E., PINELLAS COUNTY THOMAS RUPPERT, ESQ, FLORIDA SEA GRANT PROGRAM
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Introduction Purpose of Analysis Evaluating the results of various scenarios of SLR, storm-tide, and rainfall Drivers for Analysis Senate Bill 1094 Pinellas County Results
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Background: Risk Coastal Hazards Cyclonic storms (Storm surge/storm tide) High Tide Rainfall runoff Vulnerability Site Characterization Infrastructure system Exposure Flood hazard mapping Adaptive Capacity
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Infrastructure Resilience to Flood Hazards Resilience: Ability of infrastructure systems to absorb disturbance and bounce back after a disturbance Reduced vulnerability Greater adaptive capacity
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Case Study: Cross Bayou Watershed Sensitivity to coastal flooding hazards County’s efforts to implement improved stormwater management within the watershed County’s desire to evaluate long-term impacts of SLR and climate change
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Case Study: Cross Bayou Watershed
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Vulnerable Areas of the Cross Bayou Watershed. “Highpoint” residential area(top right) “Mariners Cove residential area (bottom right).
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Hazards Current: Stormwater Runoff High tide events (Cross Bayou Canal) Future: Tropical cyclones Storm surge/storm tide Sea Level Rise Source: National Geographic (top image). NOAA National Hurricane Center (bottom image )
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Hazards: Sea Level Rise Source: Tampa Bay Climate Science Advisory Panel
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Hazards: Tropical Cyclone TrackTime Period IntensityLandfall Location Direction of Approach RMW near landfall (km) 1 October 2030 Cat. 5 Indian Rocks Beach, FL SW-NE35 2 October 2030 Cat. 5 Tarpon Springs, FL S-NE35 3 October 2030 Cat. 5 Tallahassee, FL SE-NW35
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Exposure: Flood Hazard Mapping
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Hazards: Storm Events Storm Event ClassificationPeriod Small Storm Event Historical Record 1995-2015 Median Storm Event Large Storm Event Small Storm Event+SLR Future Period 2030 Median Storm Event+SLR Large Storm Event+SLR
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Storm Event Classification Date Frequency of Rainfall Data Frequency of Tidal Data Period Small Storm EventJuly 17-20 200415 minHourly Historical Record 1995-2015 Median Storm Event Feb 1-4, 200615 minHourly Large Storm Event July 10-13, 2004 15 minHourly Small Storm EventAug 4-6, 203015 minHourly2030 Median Storm Event Dec 3-5,203015 minHourly Large Storm EventOct 12-14, 203015 minHourly
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Adaptive Capacity and Drainage System Resilience Low Impact Development (LID) implementation Decrease runoff Decrease stress to drainage system
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LID Siting & Choice Drainage Area/Outfalls Soil Hydrologic soil grouping Groundwater Table Land Use Local codes/standards Stormwater manuals
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LID Implementation Simulation TypeDescriptionLocation Existing No LID implementation Not applicable LID Alternative 1 Pervious pavement only High Point Elementary School Pinellas County Jail complex parking lots LID Alternative 2 Pervious pavement Green Roof Swales High Point (green roof, pavement and swales) areas surrounding Pinellas County Jail (pavement only) LID Alternative 3 Pervious Pavement (w/ underground storage) Green Roof Dry Detention pond Swales High Point (green roof, pavement, swales and detention pond) Areas surrounding Pinellas County Jail (pavement + storage)
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Proposed LID Sites Site #Site LocationProposed LIDLID Sizing 1 High Point Elementary School 58 th St N Green Roof & Pervious Pavement (parking lot) 1.6 acres (green roof) 2 acres (pervious pavement) 2High Density Residential AreasBioswales0.35 acres 3South of 150 th Ave (High Point)Detention Pond2.8 acres 4Pinellas County Jail-Parking LotsPervious Pavement9.3 acres
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Quantitative Resilience Metrics Interconnected Channel & Pond Routing (ICPR) software v.4 (Streamline Technologies, Inc., 2015) Graphic of ICPR Cross Bayou Watershed Model
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Points of Interest
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Resilience Metrics- Peak Outflow Reduction
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Summary Resilience tied to flood risk assessment Quantitative metrics can be useful Resilience must cover multiple aspects Engineering Social Planning Policy
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Summary Importance of groundwater LID implentation Sea level rise concerns Complexity of Florida rainfall Convective vs. frontal rain Future Projections
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References Chang, N., 2010: Hydrological Connections between Low-Impact Development, Watershed Best Management Practices, and Sustainable Development. J. Hydrol. Eng. 15, SPECIAL ISSUE: Low Impact Development, Sustainability Science, and Hydrological Cycle, 384–385. Egbert, G. D., Bennett, A. F., and Foreman, M.G.G.,1994: TOPEX/POSEIDON tides estimated using a global inverse model. Journal of Geophysical Research 99 (C12): 24821-24852. Holling, C.S., 1973: Resilience and stability of ecological systems. Annual review of ecology and systematics, pp. 1– 23 Jones Edmunds and Associates, Inc., 2013: Floodplain Analysis, Cross Bayou Watershed Management Plan. Pinellas County Board of County Commissioners and Southwest Florida Water Management District. Kivett, J. R., 2015: Impacts of Sea Level Rise on District Operations. Water Resources Advisory Commission. South Florida Water Management District. February 5, 2015. Omer. M., 2013: The resilience of networked infrastructure systems. World Scientific. Pinellas County Planning Department, 2012: Pinellas County Comprehensive Plan. Accessed July 2015. [Available online at http://www.pinellascounty.org]http://www.pinellascounty.org Stream Technologies, Inc., 2015: An Integrated Surface Water-Groundwater Model of the Cross Bayou Watershed. Wilby, R.L, Dawson, C.W., Barrow, E.M., 2002: SDSM—a decision support tool for the assessment of regional climate change impacts Environ. Model Softw., 17 (2): 145–157
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