dv said:
From what I can see, commercial high speed rail typically uses a limit of 1 m/s^2 acceleration and braking.
Important to passenger comfort is the third derivative of distance with respect to time, the so called “jerk”. From what I can see, the TGV and Japanese high speed rail keep this under 1.5 m/s^3. Put simply, a sharp increase in acceleration feels bad. 1 m/s^2 is a mild acceleration but if you go from 0 m/s^2 to 1 m/s^2 in a hundredth of a second, it will cause a queasy feeling.
Is there any sense in which the fourth derivative matters? ie if you go from 0 to 1.5 m/s^3 jerk in a hundredth of a second, will it feel any worse than if you do it over a second?
I don’t think the fourth derivative matters at all. Or perhaps I should vary that statement. If the fourth derivative is kept low then that would allow the third derivative to exceed limits needed when the fourth derivative is not constrained.
The second derivative is a force, so people lean at an angle using static equilibrium to balance that force. The third derivative is what upsets that static equilibrium. People need time to adapt to the failure of static equilibrium, hence the limit on third derivative. So the third derivative corresponds to constant velocity.
The fourth derivative would only have an affect through “reaction time”, that short period of time before a person can react to a change in equilibrium.
I know about this through my Civil Engineering course as it related to road bends. You do not have a sudden change in road curvature from straight to curved. If so then you are asking people to suddenly swing the steering wheel from one position to another in zero time. Constant third derivative corresponds to constant rate of turning the steering wheel, which most people can manage without trouble. Constant fourth derivative corresponds to constant acceleration of steering wheel angle, which isn’t normally necessary – but – if the steering wheel is accelerating and decreasing smoothly then the top speed at which it is allowed to turn (the maximum third derivative in the initial post) can be allowed to increase.
Do a Google on “road transition curve”. Constant second derivative is constant curvature. Constant third derivative (or other gentle variation in second derivative) gives the spiral section of the curve. eg. http://www.mathalino.com/sites/default/files/reviewer-surveying/003-spiral-curve-transition-curve.gif
Admittedly the example I’ve given is for lateral motion (steering), but for longitudinal motion (braking and acceleration) exactly the same rules apply.