Hi all,
I'm wondering what the consensus/rules/laws are regarding the geometry of entry and exit rollers to a berm on a pump track. I've been reading lots of web stuff and have the Pump Track Nation book, but I'm still unclear.
Lets say that I have a straight at a ratio of 1:10 @ 10ft spacing coming into a berm with an arc-length of 14 (this is a 90degree, 9ft radius berm) - should the berm roller size be increased to accommodate a 1:10 @ 14ft? In this case it would mean a 0.4ft higher berm on the entry/exit. Would that help with the smoothness and/or the ability to pump through the berm?
An alternative would be to lower the berm floor by 0.4ft, which would increase one side of each roller, so maybe that would be perfect symmetry for both spacings.
Related, what is the shape on the insides of the berm? Do they have the same wave shape on both sides? I ask because in many cases the pictures make them appear to be very sharp drops on the berm-side of the roller.
Thank you,
Don
I'm wondering what the consensus/rules/laws are regarding the geometry of entry and exit rollers to a berm on a pump track. I've been reading lots of web stuff and have the Pump Track Nation book, but I'm still unclear.
Lets say that I have a straight at a ratio of 1:10 @ 10ft spacing coming into a berm with an arc-length of 14 (this is a 90degree, 9ft radius berm) - should the berm roller size be increased to accommodate a 1:10 @ 14ft? In this case it would mean a 0.4ft higher berm on the entry/exit. Would that help with the smoothness and/or the ability to pump through the berm?
An alternative would be to lower the berm floor by 0.4ft, which would increase one side of each roller, so maybe that would be perfect symmetry for both spacings.
Related, what is the shape on the insides of the berm? Do they have the same wave shape on both sides? I ask because in many cases the pictures make them appear to be very sharp drops on the berm-side of the roller.
Thank you,
Don