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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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