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Drag and inertia coefficients of live and surrogate shellfish dropper lines under steady and oscillatory flow

机译:在稳定和振荡流下的Live和代理贝类滴管线的阻力和惯性系数

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Against the background of a drastically increased demand of marine proteins, off-bottom, bivalve aquaculture, provides significant potential for production growth when moved into more energetic marine waters. Hence, research, industry and politics are currently proposing the development of new offshore sites. The highly energetic conditions at these sites present a challenging environment for bivalve aquaculture. In this work, physical experiments of suspended bivalves provide new knowledge on the commonly used design parameters: the drag and inertia coefficients. Live bivalves and manufactured surrogate models at a 1:1 scale were tested in a towing tank as well as under waves. The drag coefficient of live blue mussels was determined to be C_d = 1.6 for Reynolds numbers between 2.3 × 10~4 and 1.4 × 10~5. The inertia coefficient obtained from the wave tests was C_m = 2.1 for Keulegan Carpenter numbers KC < 10. In a pursuit to better understand the differences between live mussels and surrogates in laboratory conditions, the analysis revealed that appropriate surrogates can be identified. A method to determine the characteristic diameter of mussel dropper lines is suggested. The results facilitate the future design of aquaculture systems in high-energy environments and allow for an integration into numerical models.
机译:针对海洋蛋白质的急剧增加的背景下,底部双级养殖水产养殖提供了显着的生产增长潜力,当搬入更多的精力充沛的海水时。因此,研究,行业和政治目前正在提出新的海上地点的发展。这些网站的高度充满活力的条件为双语水产养殖带来了一个挑战的环境。在这项工作中,悬浮双向分子的物理实验为常用的设计参数提供了新的知识:拖动和惯性系数。在1:1刻度下的实时惯客和制造的代理模型在牵引箱以及波浪下进行测试。 Live Blue Musears的阻力系数被确定为C_D = 1.6,对于2.3×10〜4和1.4×10〜5之间的雷诺数。从波试验中获得的惯性系数是C_M = 2.1对于Keulegan Carpenter Numbers KC <10.在追求实验室条件下更好地了解活贻贝和替代物之间的差异,分析显示可以识别适当的替代品。建议确定贻贝滴管线的特征直径的方法。结果有助于未来的高能环境中的水产养殖系统设计,并允许将其集成到数值模型中。

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    《Oceanographic Literature Review》 |2021年第9期|2082-2082|共1页
  • 作者单位

    Leibniz Universitat Hannover Ludwig- Franzius-Institute for Hydraulic Estuarine and Coastal Engineering Nien-burger StraBe 5 Hannover 30167 Germany;

    Leibniz Universitat Hannover Ludwig- Franzius-Institute for Hydraulic Estuarine and Coastal Engineering Nien-burger StraBe 5 Hannover 30167 Germany;

    Leibniz Universitat Hannover Ludwig- Franzius-Institute for Hydraulic Estuarine and Coastal Engineering Nien-burger StraBe 5 Hannover 30167 Germany;

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