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dc.contributor.authorSerim Dogac Sayar
dc.contributor.authorIoan Nistor
dc.contributor.authorScott Baker
dc.contributor.authorJorge Gutiérrez
dc.contributor.authorYaeli Rosenberg
dc.date.accessioned2025-08-17T22:25:01Z
dc.date.available2025-08-17T22:25:01Z
dc.date.copyright3/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJWPED5.WWENG-2158.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306908
dc.description.abstractEco-friendly armor units and coastal structures provide a sustainable alternative to traditional design by incorporating eco-enhancing aspects into the design process to enhance biodiversity in their vicinity. ECOncrete’s Coastalock armor units feature a nature-inclusive design utilizing a bio-enhancing concrete mix, and biological surveys from a pilot deployment have already shown their positive impact in this sense. A comprehensive research program was initiated by the University of Ottawa and the Ocean, Coastal, and River Engineering Research Center of the National Research Council of Canada (NRC-OCRE), in collaboration with ECOncrete, a science-based bio-enhancing concrete technology company. Two-dimensional physical model tests of a low-crested and emergent rubble mound breakwater, each armored with Coastalock units, were conducted in the Large Wave Flume at the NRC-OCRE. Testing was conducted at a 1/15 scale. Both models were constructed as permeable structures with uniform 2V:3H front and back slopes and exposed to irregular waves with significant wave heights ranging between 0.08 and 0.38 m (1.2 and 5.7 m at prototype scale), while the wave steepness ranged between 0.03 and 0.07. This study focused on Coastalock armor unit placement, spacing, and underlayer rock size to understand their impact on hydraulic stability. The hydraulic performance of Coastalock armor units was analyzed by investigating wave transmission using existing formulas in the literature. Overall, the Coastalock armor units exhibited commendable stability against diverse wave conditions.
dc.publisherAmerican Society of Civil Engineers
dc.titleHydraulic Performance of Low-Crested and Emergent Breakwaters with Ecologically Designed Armor Units
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/JWPED5.WWENG-2158
dc.journal.fristpage04024027-1
dc.journal.lastpage04024027-12
dc.page12
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 002
dc.contenttypeFulltext


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