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Irregular Wave Forces on Monopile Foundations. Effect af Full Nonlinearity and Bed Slope

机译:单桩基础上的不规则波浪力。完全非线性和坡度的影响

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摘要

Forces on a monopile from a nonlinear irregular unidirectional wave model are investigated. Two seabed profiles of different slopes are considered. Morison’s equation is used to investigate the forcing from fully nonlinear irregular waves and to compare the results with those obtained from linear wave theory and with stream function wave theory. The latter of these theories is only valid on a flat bed. The three predictions of wave forces are compared and the influence of the bed slope is investigated. Force-profiles of two selected waves from the irregular wave train are further compared with the corresponding forceprofiles from stream function theory. The results suggest that the nonlinear irregular waves give rise to larger extreme wave forces than those predicted by linear theory and that a steeper bed slope increases the wave forces both for linear and nonlinear waves. It is further found that stream function theory in some cases underestimate the wave forces acting on the monopile.
机译:从非线性不规则单向波模型研究了单桩上的力。考虑了两个不同坡度的海底剖面。莫里森方程用于研究完全不规则非线性波的强迫,并将结果与​​线性波理论和流函数波理论的结果进行比较。这些理论中的后者仅在平板床上有效。比较了波浪力的三种预测,并研究了床坡度的影响。将来自不规则波列的两个选定波的力场与流函数理论中的相应力场进一步进行比较。结果表明,非线性不规则波产生的极限波力比线性理论预测的要大,并且陡峭的床坡增加了线性波和非线性波的波力。进一步发现,流函数理论在某些情况下低估了作用在单桩上的波浪力。

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