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Load Response of Horizontal-Axis Wind Turbines to Turbulence (Final Subcontract Report)

Technical Report ·
DOI:https://doi.org/10.2172/6494589· OSTI ID:6494589
A structural and aerodynamic model of a three-bladed rigid-hub wind turbine is described. The model includes four structural degrees of freedom; one for each blade in flapping, and tower translation. The aerodynamic model includes the effects of wind turbulence as well as the unsteady aerodynamic effects caused by the airfoil shed and trailing wakes. A separate code developed at the Pacific Northwest Laboratory is used to simulate wind turbulence for input to the model described in this report. This model is validated by comparison of code predictions to measured blade bending moments for two different field test turbines. Comparisons are made between measured data and predictions for both mean loads and cyclic flatwise bending moments. The comparisons for the cyclic bending moments include (1) the history of bending moment over one revolution of blade rotation, (2) the power spectral density of the bending moment, and (3) rainflow counting of the bending moment. Conclusions are then made as to the accuracy of the code predictions.
Research Organization:
Solar Energy Research Inst. (SERI), Golden, CO (United States); Oregon State Univ., Corvallis, OR (United States)
Sponsoring Organization:
USDOE Office of Conservation & Renewable Energy (CE)
DOE Contract Number:
AC02-83CH10093
OSTI ID:
6494589
Report Number(s):
SERI/TP--257-3891; ON: DE90000375
Country of Publication:
United States
Language:
English