Chapter
Feb 22, 2024

A Field Observation Framework for Concurrent Measurement of Surf Zone Hydrodynamics, Morphodynamics, and Geotechnical Properties

Publication: Geo-Congress 2024

ABSTRACT

Sediment erodibility in coastal environments is expected to be influenced by geotechnical properties. However, most common coastal geomorphological models do not consider geotechnical parameters measurable in the nearshore and intertidal zone or their variability. In this study, geotechnical properties, hydrodynamics, and geomorphological change were measured at a sandy beach to explore the implementation of geotechnical parameters into modern sediment transport and coastal geomorphodynamic models. The field data collection included wave and water-level information and high-resolution topographic and bathymetric mapping alongside geotechnical testing at the sandy Atlantic side beach at the USACE Field Research Facility in Duck, North Carolina. The proposed survey strategy yielded co-located information on geotechnical properties, hydrodynamics, and geomorphological change despite challenging environmental conditions. For example, surficial sediment strength in the intertidal zone varied with tidal fluctuation. Implementation of observed onshore sediment transport will be explored and considered for the proposed coupled model.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Albatal, A., N. Stark, and B. Castellanos. (2020). “Estimating in situ relative density and friction angle of nearshore sand from portable free-fall penetrometer tests.” Can. Geotech. J., 57 (1): 17–31. NRC Research Press. https://doi.org/10.1139/cgj-2018-0267.
Albatal, A., H. Wadman, N. Stark, C. Bilici, and J. McNinch. (2019). Investigation of spatial and short-term temporal nearshore sandy sediment strength using a portable free fall penetrometer. Coastal Engineering, 143, 21–37.
Benz-Navarrete, M. A., P. Breul, C. Bacconet, and P. Moustan. (2019). The PANDA®, Variable Energy Lightweight Dynamic Cone Penetrometer : A quick state of art.
Birkemeier, W. A. (1985). “Field Data on Seaward Limit of Profile Change.” Journal of Waterway, Port, Coastal, and Ocean Engineering, 111 (3): 598–602. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)0733-950X(1985)111:3(598).
Birkemeier, W., and M. Forte. (2019). Field Research Facility: a user’s guide to the Survey Lines Dataset. Engineer Research and Development Center (U.S.).
Brilli, N. (2023). Influence of Geotechnical Parameters on Sediment Dynamics, Erodibility, and Geomorphodynamics in Coastal Environments Based on Field Measurements. Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University.
Elgar, S., E. L. Gallagher, and R. T. Guza. (2001). “Nearshore sandbar migration.” Journal of Geophysical Research: Oceans, 106 (C6): 11623–11627. https://doi.org/10.1029/2000JC000389.
Elsayed, S. M., and H. Oumeraci. (2017). “Effect of beach slope and grain-stabilization on coastal sediment transport: An attempt to overcome the erosion overestimation by XBeach.” Coastal Engineering, 121: 179–196. https://doi.org/10.1016/j.coastaleng.2016.12.009.
Gallagher, E. L., S. Elgar, and R. T. Guza. (1998). “Observations of sand bar evolution on a natural beach.” Journal of Geophysical Research: Oceans, 103 (C2): 3203–3215. https://doi.org/10.1029/97JC02765.
Gallagher, E., H. Wadman, J. McNinch, A. Reniers, and M. Koktas. (2016). “A Conceptual Model for Spatial Grain Size Variability on the Surface of and within Beaches.” Journal of Marine Science and Engineering, 4 (2): 38. Multidisciplinary Digital Publishing Institute. https://doi.org/10.3390/jmse4020038.
Howd, P., and W. Birkemeier. (1987). Beach and Nearshore Survey Data: 1981-1984 CERC (Coastal Engineering Research Center) Field Research Facility.
Hubler, J. F., and J. Hanley. (2021). “Use of PANDA Dynamic Cone Penetrometer for Rapid Site Investigation following Blast Liquefaction Testing.” ASCE Geo-Extreme, 7–10 November 2021.
Larson, M., and N. Kraus. (1994). “Temporal and spatial scales of beach profile change, Duck, North Carolina.” Marine Geology, 117: 75–94. https://doi.org/10.1016/0025-3227(94)90007-8.
Leffler, M. W., C. F. Baron, B. L. Scarborough, and K. R. Hathaway. (1993) Annual Data Summary for 1991 CERC Field Research Facility. Vicksburg, MI: US Army Corps of Engineers Waterways Experiment Station.
Lippmann, T. C., and R. A. Holman. (1990). “The spatial and temporal variability of sand bar morphology.” Journal of Geophysical Research: Oceans, 95 (C7): 11575–11590. https://doi.org/10.1029/JC095iC07p11575.
McCall, R. T., J. S. M. Van Thiel de Vries, N. G. Plant, A. R. Van Dongeren, J. A. Roelvink, D. M. Thompson, and A. J. H. M. Reniers. (2010). “Two-dimensional time dependent hurricane overwash and erosion modeling at Santa Rosa Island.” Coastal Engineering, 57 (7): 668–683. https://doi.org/10.1016/j.coastaleng.2010.02.006.
Mory, M., H. Michallet, D. Bonjean, I. Piedra-Cueva, J. M. Barnoud, P. Foray, S. Abadie, and P. Breul. (2007). “A Field Study of Momentary Liquefaction Caused by Waves around a Coastal Structure.” Journal of Waterway, Port, Coastal, and Ocean Engineering, 133 (1): 28–38. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)0733-950X(2007)133:1(28).
Plant, N. G., R. A. Holman, M. H. Freilich, and W. A. Birkemeier. (1999). “A simple model for interannual sandbar behavior.” Journal of Geophysical Research: Oceans, 104 (C7): 15755–15776. https://doi.org/10.1029/1999JC900112.
NOAA. (2023). National Data Buoy Center: Station DUKN7 - 8651370 - Duck Pier, NC. National Oceanic and Atmospheric Administration & National Weather Service. Accessed April 18, 2023. https://www.ndbc.noaa.gov/station_history.php?station=dukn7.
Roelvink, D., A. Reniers, A. van Dongeren, J. van Thiel de Vries, R. McCall, and J. Lescinski. (2009). “Modelling storm impacts on beaches, dunes and barrier islands.” Coastal Engineering, 56 (11): 1133–1152. https://doi.org/10.1016/j.coastaleng.2009.08.006.
Stark, N., and K. Ziotopoulou. (2017). “Undrained Shear Strength of Offshore Sediments from Portable Free Fall Penetrometers: Theory, Field Observations and Numerical Simulations.” Offshore Site Investigation Geotechnics 8th International Conference Proceeding, 391–399. https://doi.org/10.3723/OSIG17.391.
Thornton, E. B., R. T. Humiston, and W. Birkemeier. (1996). “Bar/trough generation on a natural beach.” J. Geophys. Res., 94 (C8): 10971–10991.
Zhang, J., B. Tsai, T.-J. Hsu, N. Stark, J. A. Puleo, and M. E. Wengrove. (2022). “XBeach Modeling of Cross-shore Hydrodynamics and Morphodynamics in a Shallow Surf Zone.” AGU - Fall Meeting 2022. Chicago, IL: American Geophysical Union.

Information & Authors

Information

Published In

Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 491 - 500

History

Published online: Feb 22, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Elise Hummel [email protected]
1Dept. of Civil and Environmental Engineering, Virginia Tech. Email: [email protected]
2Engineering School for Sustainable Infrastructure and Environment, Univ. of Florida; formerly, Dept. of Civil and Environmental Engineering, Virginia Tech. Email: [email protected]
Jiaye Zhang [email protected]
3Center for Applied Coastal Research, Dept. of Civil and Environmental Engineering, Univ. of Delaware. Email: [email protected]
Tian-Jian Hsu [email protected]
4Center for Applied Coastal Research, Dept. of Civil and Environmental Engineering, Univ. of Delaware. Email: [email protected]
Jonathan Hubler [email protected]
5Assistant Professor, Dept. of Civil and Environmental Engineering, Villanova Univ. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$152.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$152.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share