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boom vibratory and freestanding tower oscillation


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I would like to have some informations about boom vibratory, and freestanding tower oscillation. These vibrations or oscillations must have some influence on anemometers data acquisition. Is there any limits for both not to exceed ? Which are them ? Are limits same for cup anemoters like NRG #40 or another third model; or different for each model cup anemometer ? Have tests been made in labs about acquisition deterioration ? I would be very grateful if someone have any knowledge to share or any links to advice for this subject about studies or reports.



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