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    Hydraulic Performance of Low-Crested and Emergent Breakwaters with Ecologically Designed Armor Units

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 002::page 04024027-1
    Author:
    Serim Dogac Sayar
    ,
    Ioan Nistor
    ,
    Scott Baker
    ,
    Jorge Gutiérrez
    ,
    Yaeli Rosenberg
    DOI: 10.1061/JWPED5.WWENG-2158
    Publisher: American Society of Civil Engineers
    Abstract: Eco-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.
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      Hydraulic Performance of Low-Crested and Emergent Breakwaters with Ecologically Designed Armor Units

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4306908
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorSerim Dogac Sayar
    contributor authorIoan Nistor
    contributor authorScott Baker
    contributor authorJorge Gutiérrez
    contributor authorYaeli Rosenberg
    date accessioned2025-08-17T22:25:01Z
    date available2025-08-17T22:25:01Z
    date copyright3/1/2025 12:00:00 AM
    date issued2025
    identifier otherJWPED5.WWENG-2158.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306908
    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.
    publisherAmerican Society of Civil Engineers
    titleHydraulic Performance of Low-Crested and Emergent Breakwaters with Ecologically Designed Armor Units
    typeJournal Article
    journal volume151
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/JWPED5.WWENG-2158
    journal fristpage04024027-1
    journal lastpage04024027-12
    page12
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 002
    contenttypeFulltext
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