- Design of Breakwaters using Knowledge-Based Techniques | SpringerLink
- Design of Breakwaters using Knowledge-Based Techniques
- LIVING BREAKWATERS
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Design of Breakwaters using Knowledge-Based Techniques | SpringerLink
Shore Protection Manual, U. David maier. Databases in the fifth generation: Is prolog a database language. Building Social Resiliency: A network of programmed water hubs connect people to the water and encourage water-based activities in the calm water behind the Living Breakwaters.
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The water hubs offer basic services such as bathrooms and water fountains, as well as a host of programs suggested by local community groups, including storage for monitoring equipment and kayaks, classrooms, wet laboratory space, flexible gathering spaces, local restaurants, bird watching stations, and nature observation decks. The Tottenville Reach, our proposed Phase 1 Pilot, implements all elements of the project: physical, ecological, and social. It will be used to study ecological benefits, wave reduction impacts, and the economic and recreational potential of Living Breakwaters.
View a video about the Living Breakwaters project here.
Design of Breakwaters using Knowledge-Based Techniques
Related content. The performance of a floating breakwater depends on the strongly non-linear interaction of the incident wave that may partially overtop the module and is in general short-crested and oblique with the structure dynamics.
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- Design of Breakwaters?
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The interaction becomes complicated by the forces induced by the mooring system and the connections between the modules. Accurate design is necessarily based on the combination of numerical and physical models . For each category, some types of floating breakwaters are shown in Figures 1 - 5.
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The first three types have been much widely investigated by means of physical models and prototype experience, than the last one. Next subsections describes the use of the different types of breakwaters in practice. Box type breakwaters are used most frequently see also Figure 1.
Reinforced concrete modules are either empty inside or, more frequently, have a core of light material e. In the former case the risk of sinking of the structure is not negligible.
Usually dimensions are limited to a width of a few meters. Connections are either flexible, allowing preferably only the roll along the breakwater axis, or pre or post tensioned, to make them act as a single unit. In the latter case the efficiency is higher, but the forces between modules are also higher.