Award Abstract # 1756714
Collaborative Research: Physics of Dune Erosion during Extreme Wave and Storm-Surge Events

NSF Org: OCE
Division Of Ocean Sciences
Recipient: UNIVERSITY OF DELAWARE
Initial Amendment Date: June 28, 2018
Latest Amendment Date: June 10, 2019
Award Number: 1756714
Award Instrument: Standard Grant
Program Manager: Baris Uz
bmuz@nsf.gov
 (703)292-4557
OCE
 Division Of Ocean Sciences
GEO
 Directorate for Geosciences
Start Date: September 1, 2018
End Date: August 31, 2022 (Estimated)
Total Intended Award Amount: $598,957.00
Total Awarded Amount to Date: $606,457.00
Funds Obligated to Date: FY 2018 = $598,957.00
FY 2019 = $7,500.00
History of Investigator:
  • Jack Puleo (Principal Investigator)
    jpuleo@udel.edu
  • Tian-Jian (Tom) Hsu (Co-Principal Investigator)
Recipient Sponsored Research Office: University of Delaware
550 S COLLEGE AVE
NEWARK
DE  US  19713-1324
(302)831-2136
Sponsor Congressional District: 00
Primary Place of Performance: University of Delaware
210 Hullihen Hall
Newark
DE  US  19716-2553
Primary Place of Performance
Congressional District:
00
Unique Entity Identifier (UEI): T72NHKM259N3
Parent UEI:
NSF Program(s): PREEVENTS - Prediction of and,
PHYSICAL OCEANOGRAPHY
Primary Program Source: 01001819DB NSF RESEARCH & RELATED ACTIVIT
01001920DB NSF RESEARCH & RELATED ACTIVIT
Program Reference Code(s): 9150, 9251
Program Element Code(s): 034Y00, 161000
Award Agency Code: 4900
Fund Agency Code: 4900
Assistance Listing Number(s): 47.050

ABSTRACT

Sand dunes are often the primary and sometimes only 'line of defense' for coastal infrastructure, and are increasingly constructed and actively managed to protect against extreme events. Coastal managers require knowledge of how dunes will respond under these events so assets can be pre-positioned. Both natural and constructed dunes dissipate energy by modifying breaking waves and runup to limit overwash, thereby minimizing coastal flooding during extreme waves and storm-surge events. However, because extreme physical forces only interact with the dune for a relatively short, yet critical time when the water level rises, there is limited understanding on how dune sediments and vegetation can modify hydrodynamic forces and alter beach-dune profile evolution. This research focuses on dune response to a range of water level and forcing conditions that mimic the passage of an extreme storm event. A near prototype-scale laboratory experiment will be conducted over a mobile bed in the large wave flume at Oregon State University. Physical model studies will occur over a bare dune, a rapidly constructed (loosely compacted) dune following wave-induced erosion, and a dune with live vegetation. Data related to processes ranging from short-term (turbulence) to longer time scales (individual events) will be collected and analyzed to develop a fundamental understanding of the fluid-sediment-vegetation dynamics affecting dune stability, as well as damage mitigation strategies for extreme events. The collected data will be used to validate numerical models.

A multiphase flow model sedwaveFoam (created in the open-source OpenFOAM framework), capable of simulating the full profiles of sediment transport under realistic waves, will be extended for dune erosion with or without vegetation. Detailed simulations will further inform the creation of improved parameterizations of turbulence- and wave-scale processes in the event-scale morphodynamic model XBeach. A fragility framework, consistent with risk-based decision support tools, will be created to predict the probability of damage states (e.g., dune volume loss) for a given level and duration of hydrodynamic forcing. The collected data and extensive XBeach simulations will provide required input parameters for the fragility analysis. The data and modeling for different dune archetypes will be used to: (i) identify the fundamental processes (including waves, turbulence, and sediment transport) that drive dune evolution during extreme events; (ii) define the conditions by which dune vulnerability increases as function of berm erosion; (iii) investigate the interaction between the different processes and identify the threshold forcing conditions and time scales beyond which vegetation no longer enhances dune resilience; and (iv) examine the extent a fragility modeling framework can be used to improve risk-based decision for dune erosion during extreme surge and wave events. Natural resource managers and practicing engineers with on-the-ground experience, from Federal and State (Delaware, Texas) levels will contribute to this project through a stakeholder workshop planned for year 3. The fragility framework will be developed in collaboration with managers from Delaware and Texas, allowing prediction of dune damage based on commonly used measures of storm intensity. The project will support PhD and undergraduate students.

This award reflects NSF's statutory mission and has been deemed worthy of support through evaluation using the Foundation's intellectual merit and broader impacts review criteria.

PUBLICATIONS PRODUCED AS A RESULT OF THIS RESEARCH

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Christopher J. Patrick1* and John S. Kominoski2 and William H. McDowell3 and 4 and Benjamin Branoff5 and David Lagomasino6 and Miguel Leon3 and Enie Hensel1 and Marc J. S. Hensel1 and Bradley A. Strickland1 and T. Mitchell Aide5 and Anna Armitage7 and Mar "A general pattern of trade-offs between ecosystem resistance and resilience to tropical cyclones" Science advances , 2022 Citation Details
Figlus J and Sigren JM and Feagin RA and Armitage AR "The Unique Ability of Fine Roots to Reduce Vegetated Coastal Dune Erosion During Wave Collision" Frontiers in built environment , 2022 Citation Details
J. AARON HOGAN and RUSTY A. FEAGIN and GREGORY STARR and MICHAEL ROSS and TENG-CHIU LIN and CHRISTINE OCONNELL and THOMAS P. HUFF and BETH A. STAUFFER and KELLY L. ROBINSON and MARIA CHAPELA LARA and JIANHONG XUE and BRANDI KIEL REESE and SIMON J. GEIST "A Research Framework to Integrate Cross-Ecosystem Responses to Tropical Cyclones" BioScience , 2020 Citation Details
Rafati, Yashar and Hsu, Tian-Jian and Cheng, Zhen and Yu, Xiao and Calantoni, Joseph "Armoring and exposure effects on the wave-driven sediment transport" Continental Shelf Research , v.211 , 2020 https://doi.org/10.1016/j.csr.2020.104291 Citation Details
Rafati, Yashar and Hsu, Tian-Jian and Elgar, Steve and Raubenheimer, Britt and Quataert, Ellen and van Dongeren, Ap "Modeling the hydrodynamics and morphodynamics of sandbar migration events" Coastal Engineering , v.166 , 2021 https://doi.org/10.1016/j.coastaleng.2021.103885 Citation Details
Rusty A. Feagin and 1 and * Todd S. Bridges and 2 Brian Bledsoe and 3 Elizabeth Losos and 4 Susana Ferreira and 3 Emily Corwin and 5 Quirijn Lodder and 6 Michael W. Beck and 7 Borja Reguero and 7 Ariana Sutton-Grier and 8 Jens Figlus and 1 Rowan Palmer an "Infrastructure investment must incorporate Natures lessons in a rapidly changing world" One earth , 2021 Citation Details
Tsai, Benjamin and Hsu, TianJian and Lee, SeokBong and Pontiki, Maria and Puleo, Jack_A and Wengrove, Meagan_E "Large Eddy Simulation of CrossShore Hydrodynamics Under Random Waves in the Inner Surf and Swash Zones" Journal of Geophysical Research: Oceans , v.129 , 2024 https://doi.org/10.1029/2024JC021194 Citation Details
Tsai, Benjamin and Mathieu, Antoine and Montellà, Eduard Puig and Hsu, Tian-Jian and Chauchat, Julien "An Eulerian two-phase flow model investigation on scour onset and backfill of a 2D pipeline" European Journal of Mechanics - B/Fluids , v.91 , 2022 https://doi.org/10.1016/j.euromechflu.2021.09.004 Citation Details
Zhang, Jiaye and Tsai, Benjamin and Rafati, Yashar and Hsu, Tian-Jian and Puleo, Jack A "Cross-shore hydrodynamics and morphodynamics modeling of an erosive event in the inner surf zone" Coastal Engineering , v.196 , 2025 https://doi.org/10.1016/j.coastaleng.2024.104662 Citation Details

PROJECT OUTCOMES REPORT

Disclaimer

This Project Outcomes Report for the General Public is displayed verbatim as submitted by the Principal Investigator (PI) for this award. Any opinions, findings, and conclusions or recommendations expressed in this Report are those of the PI and do not necessarily reflect the views of the National Science Foundation; NSF has not approved or endorsed its content.

The project aim was to investigate the response of beach dunes with different characteristics (e.g. bare vs. vegetated) to scaled forcing conditions mimicking a storm event. Beach profiles were constructed in the 104 m long wave flume at Oregon State University and subjected to wave forcing of increasing intensity. Detailed data were captured with numerous sensors and high-resolution laser scanners. Computational models were also developed to predict the fluid motions and beach response at scales not recorded by the sensors. Results indicate that the berm located seaward of the dune evolves largely through sediment motion near the seabed as opposed to suspended in the water column. The berm serves in a protective capacity for the dune until it erodes. Thus, there is a lag in time between berm erosion and dune erosion. Fluid within the dune sediment, controlled mostly by wave runup, can alter sediment resistance and lead to scarping and offshore sediment transport. Vegetation on the dune alters fluid drag and can actually enhance dune erosion during high wave energy events. This finding is counter to most accepted knowledge that plants enhance dune ability to resist erosion. Numerical results indicated the importance of undertow, a nearbed seaward current, in altering the beach profile. In addition, wave shape across the surf zone, known as skewness and asymmetry, is important for predicting accurately how the beach evolves. More detailed numerical simulations were used to quantify turbulence (chaotic motions) in the flow field. These turbulent features travel downward and eventually interact with the seabed. The interaction causes an increase in the stress delivered to the sea bed leading to increased sediment suspension. The overall results from the study are important as they have led to an improved understanding of beach profile response under storm events. The provided data enabled improvement of predictive tools that can be used by managers and community leaders for subsequent forecasting of beach response for impending storm activity. The extended laboratory study was a collaboration with the PIs, students, and numerous external colleagues. We supported numerous undergraduate researchers and masters and PhD theses. Results were published in many peer-reviewed journals. Data from the study are available on DesignSafe.


Last Modified: 10/09/2022
Modified by: Jack A Puleo

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