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dc.contributor.authorAcacia Markov
dc.contributor.authorMargo Muller
dc.contributor.authorIoan Nistor
dc.contributor.authorScott Baker
dc.contributor.authorJacob Stolle
dc.contributor.authorEnda Murphy
dc.contributor.authorAndrew Cornett
dc.date.accessioned2025-08-17T22:25:05Z
dc.date.available2025-08-17T22:25:05Z
dc.date.copyright5/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJWPED5.WWENG-2182.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306910
dc.description.abstractPhysical modeling presents a useful tool for investigating the coastal protection function provided by marsh vegetation in a controlled, repeatable environment to inform the design of nature-based coastal protection strategies or nature-based solutions (NBS). To date, such studies have been used to investigate the influence of plant biophysical parameters and hydrodynamic conditions on wave attenuation, predominantly using surrogate vegetation due to the logistical challenges associated with live plant experiments. Most studies have been performed at or near full scale to avoid uncertainties associated with downscaling vegetation, particularly where Reynolds number similitude cannot be preserved. To address knowledge gaps related to the physical modeling of NBS at the small scale, experiments (1:4 scale) were conducted at the National Research Council of Canada’s Ocean, Coastal and River Engineering Research Centre, Ottawa, in collaboration with the University of Ottawa and the Institut National de la Recherche Scientifique, Quebec, Canada. This study aims to (1) investigate methods for downscaling live vegetation in laboratory settings and (2) compare various surrogate proxies for the semiflexible Spartina alterniflora salt marsh species. A solid volume fraction scaling approach was applied to select multiple stem width and stem density combinations representative of a prototype-scale S. alterniflora field while maintaining stem Reynolds numbers within a range representative of prototype conditions. Arrays of various surrogate elements were subjected to irregular waves (0.073 m < Hm0 < 0.225 m, 2.0 s < Tp < 3.2 s) at two water depths (d = 0.60, 0.75 m) across a fixed beach slope (1:20). Comparison of wave height transformations for the different surrogate array configurations indicated that downscaling of vegetation canopies is sensitive to stem diameter and spacing, even considering equivalent solid volume fractions. Flexible surrogate arrays performed similarly to rigid surrogate arrays in terms of irregular wave attenuation despite measurable deformation of the flexible element stems. This supports that wave transformations across S. alterniflora fields can be reasonably represented in scaled models using rigid cylinders for the range of array stem densities, wave conditions, and scale tested herein. This study presents novel critical guidance on small-scale physical modeling of wave–vegetation interactions to inform the design of coastal marsh–based NBS.
dc.publisherAmerican Society of Civil Engineers
dc.titleWave Interactions with <i>Spartina alterniflora</i> on a Living Dyke Model: New Insights into the Use of Scaled Surrogate Meadows
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue3
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/JWPED5.WWENG-2182
dc.journal.fristpage04025002-1
dc.journal.lastpage04025002-19
dc.page19
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 003
dc.contenttypeFulltext


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