Guidance for Conducting Wave Runup and Overtopping in a ... · Theory: Wave Runup •Wave runup (R)...
Transcript of Guidance for Conducting Wave Runup and Overtopping in a ... · Theory: Wave Runup •Wave runup (R)...
Guidance for Conducting Wave Runup and Overtopping in a Coastal EnvironmentREBECCA AIKEN, STARR I I/STANTEC
JUNE 21, 2018
Wave Runup & Overtopping Guidance• Updated documentation providing the overarching logic and framework for coastal hazards due to wave runup and overtopping
• Contents:• Overview and Theory of Wave Runup and Overtopping
• Analytical Methods
• Mapping Application
• Documentation
• Draft guidance sponsored by FEMA and under review
Coastal Zones
Coastal ZonesWave runup and overtopping zones
Theory: Wave Runup•Wave runup (R) is the uprush of water from wave action on a beach or shore barrier such as a steep dune, bluff or coastal structure
•Runup is often the predominant flood risk in narrow floodplains
Wave HeightWave PeriodWave DirectionBarrier SlopeBarrier RoughnessErosion
Runup
Theory: Wave Runup
Theory: Wave Runup Theory
• Wave runup is often computed using empirical methods
• General Form:
𝑅
𝐻= 𝜉𝑎 + 𝑏
• Definitions:• R is the wave runup• H is the wave height• 𝜉 is the Iribarren Number• 𝑎 and 𝑏 are empirically derived coefficients
Theory: Wave Overtopping• If wave runup exceed the barrier crest, overtopping occurs
• Generates floodplains inland of steep coastal features
• Overtopping rate and volumes are computed using the EurOtopManual
Theory: Wave Overtopping
Source: https://nielsenhayden.com/makinglight/archives/014477.html
Analysis: Approach to Runup & Overtopping
Water Level &
Offshore Waves
Total Water Level
Total Water Level• Water Level
(Surge)• Setup, Runup and
Overtopping
Transect Analysis
Total Water Level
Analysis: Approach to Runup & Overtopping
Water Level &
Offshore Waves
Total Water Level
Total Water Level• Water Level
(Surge)• Setup, Runup and
Overtopping
Transect Analysis
Total Water Level
FEMA’s Guidance for Flood Risk Analysis and
Mapping: Wave Determination
Analysis: Transect Layout
• Wave runup and overtopping are sensitive to physical shoreline properties and wave characteristics, such as:
• Wave Parameters (H, T, and θ)
• Shoreline Setting
• Shoreline Slope
• Shoreline Surface Roughness
• Shore Barrier Height and Width
Analysis: Transect Layout
• Wave runup and overtopping are sensitive to physical shoreline properties and wave characteristics, such as:
• Wave Parameters (H, T, and θ)
• Shoreline Setting
• Shoreline Slope
• Shoreline Surface Roughness
• Shore Barrier Height and Width
Source: https://www.forward-now.com/2012/01/19/louisiana-coastal-restoration-spending-plan-proposed/
Analysis: Transect Layout
• Wave runup and overtopping are sensitive to physical shoreline properties and wave characteristics, such as:
• Wave Parameters (H, T, and θ)
• Shoreline Setting
• Shoreline Slope
• Shoreline Surface Roughness
• Shore Barrier Height and Width
Analysis: Transect Layout
• Wave runup and overtopping are sensitive to physical shoreline properties and wave characteristics, such as:
• Wave Parameters (H, T, and θ)
• Shoreline Setting
• Shoreline Slope
• Shoreline Surface Roughness
• Shore Barrier Height and WidthSources: https://www.pinterest.com/pin/326440672960846963/
https://mnfi.anr.msu.edu/communities/community.cfm?id=18985https://www.sandiego.org/explore/things-to-do/beaches-bays/carlsbad.aspxhttps://commons.wikimedia.org/wiki/File:Seawallventnor.jpg
Analysis: Transect Layout
• Wave runup and overtopping are sensitive to physical shoreline properties and wave characteristics, such as:
• Wave Parameters (H, T, and θ)
• Shoreline Setting
• Shoreline Slope
• Shoreline Surface Roughness
• Shore Barrier Height and Width
Analysis: Transect Layout
• Wave runup and overtopping are sensitive to physical shoreline properties and wave characteristics, such as:
• Wave Parameters (H, T, and θ)
• Shoreline Setting
• Shoreline Slope
• Shoreline Surface Roughness
• Shore Barrier Height and Width Steeper Slopes Greater Runup ElevationsSmoother Surfaces Greater Runup Elevations
Sources: http://www.hillblock.com/site/en/media/foto/detail/3.htmlhttp://www.kobelco.co.jp/english/engineering/
Analysis: Transect Layout
• Wave runup and overtopping are sensitive to physical shoreline properties and wave characteristics, such as:
• Wave Parameters (H, T, and θ)
• Shoreline Setting
• Shoreline Slope
• Shoreline Surface Roughness
• Shore Barrier Height and Width
Analysis: Transect Layout
• Wave runup and overtopping are sensitive to physical shoreline properties and wave characteristics, such as:
• Wave Parameters (H, T, and θ)
• Shoreline Setting
• Shoreline Slope
• Shoreline Surface Roughness
• Shore Barrier Height and Width
Source: http://www.dailyherald.com/article/20141031/news/141039518/
Analysis: Method Selection
• Runup is calculated through empirical methods
• General considerations and guidance are provided for typical coastal settings
• Guidance is provided to aid in the logic of method selection for common runup methods
Analysis: Runup MethodsRunup
Methods
Criteria
Slope Iribarren Number Shoreline Type
Emp
iric
al E
qu
atio
ns
TAW 1:8 to 1:1 0.5 - 8-10
Rock-Armored
Structures with
Narrow Surf Zones
Stockdon Up to 1:10 —Sandy Beaches
without Dune
Van Gent Up to 1:1 1 - 10
Impermeable
Structures Located in
the Surf Zone
SPM ∞ N/AVertical Walls (Sea
Walls and Bulkheads
Co
mp
ute
r M
od
els
ACES Up to 1:1
Up to 2 for Beaches
0.5 - 10 for Shore
Barriers
Beaches, Riprap, and
Impermeable
Structures
Runup 2.0 Up to 1:8 — Multiple Types
CSHORE N/A Greater than 0.3 Multiple Types
Analysis: Runup Method Selection
PROPRIETARY & CONFIDENTIAL TO STARR II (C) 2015-2016
Analysis: Overtopping
• Overtopping occurs when the runup elevation exceeds the barrier crest
• Overtopping Behaviors• Green Water• White Water
• EurOtop Manual calculates overtopping rates• Probabilistic (Mean)• Deterministic (Mean + 1 Std. Dev.)
• Possible to compute overtopping volumes for a shoreline reach
Sources: http://jmcoastal.co.uk/html/coastal-defences.htmlhttps://www.slideshare.net/shaileshshukla731/design-of-rubble-mound-seawall-48497527
Mapping: Runup and OvertoppingCoastal Flood Hazard Zones
• Zone VE: • Represents coastal high hazard
areas
• Wave runup ≥ 3ft above ground elevation
• BFEs are assigned
• Zone AE: • Wave runup < 3ft above ground
elevation
• BFEs are assigned
• Zone AH:• Ponding areas with 1-3 ft depths
• BFEs are assigned
• Zone AO: • Applied in areas of sheet-flow shallow
flooding
• Designated with depths of 1-, 2-, or 3-ft
• Zone Shaded-X: • Areas impacted by the 0.2-percent-annual-
chance event
Mapping: Runup and Overtopping
• Runup associated with narrow floodplains
• Larger floodplains observed when there is• Overtopping (AO, AH, or AE)• Structure Failure• Erosion
• Guidance provided to aid the Mapping Partner in mapping decisions• Decision Tree• FEMA’s Guidance for Flood Risk Analysis
and Mapping: Coastal Floodplain Mapping
Mapping: Runup and Overtopping
• Zone breaks are placed along the coast where the characteristics of the shoreline transition from one shore type to another
• Define the extents of each representative shoreline reach
Documentation
• Mapping Partner should document data, methods, and procedures applied during the analytical process• FEMA’s Guidance for Flood Risk Analysis and Mapping: Coastal Data Capture• FEMA’s Coastal Study Documentation and Intermediate Data Submittals
• Details on special considerations and approaches taken• Model Selection• Wave Characteristics• Structure Failure• Toe Scour• Statistical Considerations
Conclusions
• Updated wave runup and overtopping guidance
• Provide the Mapping Partner with tools for analytical and mapping decisions
• Draft document under review
Thank you! [email protected]