M
mks
Guest
Greg and Mike,
I have formed some more coherent thoughts on wind flag stability. Center of pressure behind center of gravity promotes static stability of untethered flying objects. No argument here. Wind flags, however, are tethered to a pivot. In this case, static stability requires only that the center of pressure be behind the pivot (that the wind drag on the tail be greater than the wind drag on the nose). It doesn't matter where the center of gravity is. All wind flags have this, otherwise they don't work.
Dynamic response is what we are more interested in when we try to reduce fishtailing during a change in wind direction. Dynamic response for a wind flag is described by a second order differential equation like that for the classic spring-mass-damper system, only for rotational motion: http://faculty.ifmo.ru/butikov/Applets/Manl_1.pdf, and is characterized by two parameters - the undamped natural frequency and the quality factor, which is a ratio of the natural frequency and the damping coefficient. For wind flags we want a high natural frequency, so that the flag responds quickly, and a quality factor of 0.5, which corresponds to a critically damped system. A critically damped system neither overshoots nor undershoots the new wind direction. There could be some significant gains to be had in flag performance by analyzing flags this way, even considering that our current flags work pretty darn well.
Cheers,
Keith
I have formed some more coherent thoughts on wind flag stability. Center of pressure behind center of gravity promotes static stability of untethered flying objects. No argument here. Wind flags, however, are tethered to a pivot. In this case, static stability requires only that the center of pressure be behind the pivot (that the wind drag on the tail be greater than the wind drag on the nose). It doesn't matter where the center of gravity is. All wind flags have this, otherwise they don't work.
Dynamic response is what we are more interested in when we try to reduce fishtailing during a change in wind direction. Dynamic response for a wind flag is described by a second order differential equation like that for the classic spring-mass-damper system, only for rotational motion: http://faculty.ifmo.ru/butikov/Applets/Manl_1.pdf, and is characterized by two parameters - the undamped natural frequency and the quality factor, which is a ratio of the natural frequency and the damping coefficient. For wind flags we want a high natural frequency, so that the flag responds quickly, and a quality factor of 0.5, which corresponds to a critically damped system. A critically damped system neither overshoots nor undershoots the new wind direction. There could be some significant gains to be had in flag performance by analyzing flags this way, even considering that our current flags work pretty darn well.
Cheers,
Keith