Experimental and numerical investigations of monopile ringing in irregular finite-depth water waves: Fid-Bau Portal

Experimental and numerical investigations of monopile ringing in irregular finite-depth water waves

Bachynski, Erin E. / Kristiansen, Trygve / Thys, Maxime

Highlights•Experimental testing of flexible and rigid monopile models in shallow water depth.•Numerical simulation with modified Morison wave loads and second order kinematics.•Stochastic variation in maximum loads and responses is examined.•Strong sensitivity of the results to natural frequency and damping.

AbstractIn storm conditions, nonlinear wave loads on monopile offshore wind turbines can induce resonant ringing-type responses. Efficient, validated methods which capture such events in irregular waves in intermediate or shallow water depth conditions are needed for design. Dedicated experiments and numerical studies were performed toward this goal. The extensive experimental campaign at 1:48 scale was carried out for Statoil related to the development of the Dudgeon wind farm, and included both a rigid model and a flexible, pitching-type, single degree-of-freedom model. Twenty 3-hour duration realizations for 4 sea states and 2 water depths were tested for each model. A high level of repeatability in ringing events was observed. Uncertainties in the experimental results were critically examined. The stochastic variation in the 3-hour maximum bending moment at the sea bed was significantly larger than the random variation in repetition tests, and highlighted the need for a good statistical basis in design. Numerical simulations using a beam element model with a modified Morison wave load model and second order wave kinematics gave reasonable prediction of the ringing response of the flexible model, and of the measured excitation forces on the rigid model in the absence of slamming. The numerical model was also used to investigate the sensitivity of the responses with respect to damping and natural period. A simple single degree-of-freedom model was shown to behave similarly to a fully flexible model when considering changes in natural frequency and damping.