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Mooring System Design Approach, a case study for MARMOK-A floating OWC Wave Energy Converter

机译:系泊系统设计方法,以MARMOK-A浮动OWC波能转换器为例

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This paper presents a methodology and a flowchart of steps to take for a, consistent and rapidly convergent design of catenary mooring systems. It is subsequently applied for a floating Oscillating Water Column WEC MARMOK-A developed by Oceantec Energias Marinas, in order to fulfill the technical requirements of such dynamic systems. The approach, based on the catenary equations, considers the water depth as a design scale factor for the mooring system, leading to an equivalent static mooring performance. In general, a mooring system configuration is described by the number and distribution of lines; thus, as a preprocess in the herein described procedure, a database is built for different line lengths. The main advantage of the procedure is that once that, after characterizing a mooring system configuration at a specific water depth with a specific line mass and axial stiffness, the database built can be used for any other water depth with any line mass and axial stiffness, accelerating the design optimization process. Mooring static properties are derived for a given material elastic modulus, lines' mass and water depth. The mean offset and horizontal stiffness are afterwards derived with lines pretension and steady environmental forces (mean wave drift, current and wind) as well as maximum offset and characteristic line tensions. Finally, the process is applied for different lines pretensions to achieve an objective horizontal stiffness of the structure. The introduced procedure is presented through its application to the MARMOK-A device at a 90m depth site moored by means of a Karratu named mooring configuration. Results are presented in terms of total lines mass, device maximum expected excursion and required footprint for different horizontal stiffness and lines mass in order to give an insight of the impact on total plant cost indicators.
机译:本文提出了一种方法,步骤流程图,以对悬链式系泊系统进行一致,一致和快速收敛的设计。随后将其应用于由Oceantec Energias Marinas开发的浮动振荡水柱WEC MARMOK-A,以满足此类动态系统的技术要求。该方法基于悬链线方程,将水深视为系泊系统的设计比例因子,从而产生了等效的静态系泊性能。通常,系泊系统的配置由线路的数量和分布来描述。因此,作为本文描述的过程中的预处理,针对不同的线长建立数据库。该程序的主要优势在于,一旦在具有特定线质量和轴向刚度的特定水深处表征了系泊系统配置之后,所建立的数据库便可以用于具有任何线质量和轴向刚度的任何其他水深,加快设计优化过程。系泊静态特性是针对给定的材料弹性模量,线的质量和水深得出的。随后,平均偏移和水平刚度由线的预张力和稳定的环境力(平均波漂移,水流和风)以及最大偏移和特征线张力得出。最后,该过程适用于不同的线预紧力,以实现结构的客观水平刚度。通过将其应用到90m深度的MARMOK-A设备上,以Karratu系泊设备进行系泊,介绍了引入的程序。结果以总生产线质量,设备最大预期偏移以及不同水平刚度和生产线质量所需的占地面积的形式给出,以便深入了解对总工厂成本指标的影响。

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