Quantification of Predicted Wave Forces From Distant Elevation Measurements

Spencer T Hallowell, S. Arwade, H. Johlas, P. Lomónaco, A. Myers
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引用次数: 2

Abstract

The vast spatial scale of offshore structures causes wave loading to be correlated amongst nearby structural members. Certain engineering activities including health monitoring, maintenance, and preliminary design of offshore structures requires the prediction of wave forces on said structural members. The high cost and low availability of environmental wave measurements requires the reconstruction of wave kinematics and force profiles to accurately capture the forcing history on offshore structures. A method for predicting wave forces on a cylinder from nearby wave elevation measurements is proposed. The formulation utilizes the Fast Fourier Transform to calculate wave kinematics propagation in the frequency domain and applies the kinematics to the Morison equation for calculation of cylinder forces. The prediction equations are applied to three types of waves: regular periodic waves, random irregular waves, and solitary breaking waves, and the error in both elevation prediction and force prediction when compared to measured values is calculated. The force prediction equations were shown to perform best for small wave heights, with errors as low as 5% in the force predictions for small regular and irregular waves. The error in force prediction increases nonlinearly with the increase in wave height due to the deficiencies of the linear dispersion relationship used in the formulation.
从远距离高程测量预测波浪力的量化
海上结构的巨大空间尺度使得波浪荷载在附近结构构件之间具有相关性。某些工程活动,包括健康监测、维护和海上结构的初步设计,需要对结构构件的波浪力进行预测。环境波浪测量的高成本和低可用性要求重建波浪运动学和力剖面,以准确捕获海上结构的强迫历史。提出了一种利用附近波浪高程数据预测圆柱波浪力的方法。该公式利用快速傅立叶变换来计算波在频域的运动学传播,并将运动学应用于计算圆柱体力的莫里森方程。将预测方程应用于规则周期波、随机不规则波和孤立破碎波三种类型的波浪,并计算了高程预测和力预测与实测值的误差。力预测方程对小波高的预测效果最好,对小规则波和不规则波的力预测误差低至5%。由于公式中使用的线性色散关系的不足,力预测误差随波高的增加呈非线性增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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