Forget about 200+ mph. Right now I'm on 94, which is creeping along at 9 mph, in a stretch of track that's normally 110 mph.
Lastly, one issue that impacts trip time is that there is no sense of urgency with Amtrak trains. We spend billions to save a minute or two, but if focused on training the Amtrak staff to run their station stop procedures like an elite commuter agency would, they would save 1,2,3,4+ minutes per stop without changing a darn thing to infrastructure. Sure passengers have large suitcases, but having the staff announce and show on screen notifications to tell them to get up and ready a min or two ahead of time can mitigate this. Fly in and out of stations--I've clocked most stops at Trenton or Newark Penn and they average 3-5 minutes of time where the doors are open. That can be cut to 30-45 seconds EASILY.
High platforms would go a LONG way towards shortening stops as well. This is especially true of the Virginia NER stops. RVR could be a 30-60 second stop instead of the 10+ minutes it often takes to board everybody through one or two doors. FBG and PTB could be much shorter stops as well.
I don't know if this happens on the NEC, but a good example of this is on the Lake Shore Limited, especially when it runs with five coach cars. Passengers are informed they can "only exit where a uniformed Amtrak employee is present." It's up to you as a passenger to figure out where this is, and inevitably people end up walking the length of a car or two to get to an exit.I agree with the consensus here.
Long time NJ->NY commuter who just spent a week traveling Italy via train and experiencing 200+ mph.
The 200mph+ is great, but its brief and any slow down nukes the entire benefit. The costs are also huge. The real priority needs to be always staying above 100mph from Wash to Boston at all costs. In the event of any slow downs, it needs to be planned out (ie the curve right outside the Hudson tunnels in Sec is rated for ~75mph which is fine because its 90mph limit through Secaucus station and (soon) portal north bridge too anyway.
Build the Wilmington station cutoff for the express, eliminate the Elizabeth curve, super elevate/tunnel/straighten out the Metuchen/Metropark curves. Pull every lever you can to speed up the curves, and if you break things and cause issues with NIMBYs or freight operators in the process, tell them to pound sand and adjust. These should be the top priorities of the rail network because as someone who lives near one of maybe 3 areas that support 150+mph (Princeton Junction), its much more important so get rid of the 60mph areas than adding 150 areas. Sure the low hanging fruit should be grabbed (upgrading speeds across Princeton junction was the right call but poorly executed), but I am more interested in traveling at 100mph non stop into Penn St than I am hitting 150 before slamming the brakes down to 60 for Elizabeth and 40 for Newark Penn.
Lastly, one issue that impacts trip time is that there is no sense of urgency with Amtrak trains. We spend billions to save a minute or two, but if focused on training the Amtrak staff to run their station stop procedures like an elite commuter agency would, they would save 1,2,3,4+ minutes per stop without changing a darn thing to infrastructure. Sure passengers have large suitcases, but having the staff announce and show on screen notifications to tell them to get up and ready a min or two ahead of time can mitigate this. Fly in and out of stations--I've clocked most stops at Trenton or Newark Penn and they average 3-5 minutes of time where the doors are open. That can be cut to 30-45 seconds EASILY.
I would say Jis nailed by providing info supporting the argument on the unlikely possibility of 200 mph operation on the NEC.Even on the straight stretches that exist on the NEC the track center distance is grossly insufficient to operate at 200mph, or even 186mph. Increasing track center distance without losing capacity will require acquisition of extremely expensive property and re-electrification of the segment ground up since the current electrification infrastructure will get in the way. The return on investment would be so low that it would be hard to justify the expenditure even on the straight segments.
Is 30-45 seconds of door open time practical? I'm thinking about those with suitcases and wheelies, those using wheelchairs and walkers, some getting off and others pressing to get on. Commuters are generally less encumbered than Amtrak rail passengers, but our light rail, street cars, and busses still need more time than that for stops.I
Lastly, one issue that impacts trip time is that there is no sense of urgency with Amtrak trains. We spend billions to save a minute or two, but if focused on training the Amtrak staff to run their station stop procedures like an elite commuter agency would, they would save 1,2,3,4+ minutes per stop without changing a darn thing to infrastructure. Sure passengers have large suitcases, but having the staff announce and show on screen notifications to tell them to get up and ready a min or two ahead of time can mitigate this. Fly in and out of stations--I've clocked most stops at Trenton or Newark Penn and they average 3-5 minutes of time where the doors are open. That can be cut to 30-45 seconds EASILY.
Tilt is only for passenger comfort. It does not enable any extra superelevation underbalance for safe operation on curves. So at the limit it doesn't allow for higher safe speeds of operation.I read on here alot of ideas about straightening and eliminating g curves. But I thought the tilt feature was supposed to take care of all that. It was touted as THE way for high speeds on curvy territory. Why or how are the trains' tilting machines not enabling the e visioned reduced travel times?
Is it just me, or is Amtrak + others crafty in their press regarding tilting.Tilt is only for passenger comfort. It does not enable any extra superelevation underbalance for safe operation on curves. So at the limit it doesn't allow for higher safe speeds of operation.
You can't go faster than speeds with which passengers are comfortable.Is it just me, or is Amtrak + others crafty in their press regarding tilting.
I feel like I see language like such:
“New tilting tech to help handle/round the tight curves of the NEC,” conveniently omitting the fact that tilting does nothing for speed.
Could be just me.
Is the axis of the tilt (roll center) (RC) located normally at the center of gravity (CG), or is the CG above or below the RC on a typical tilting train? (Like an auto normally has the CG above the RC, and a ship normally has the CG below the RC, what is normal for a tilting train)What tilting does, is give passengers the perception that the train is not going as fast as it safely can, around a curve. It transforms sideways centrifugal force on a curve into gravity, making you feel heavier, but not thrown to the side. Tilting for the train does not make the train safer going around the curve, as it does not defy the laws of motion. Only banking, or superelevation allows trains to safely go faster around the curve. The downside, is if the train is not going the design speed for the curve, it puts too much force on the inner rail of the curve, especially for slower moving freight trains. If a passenger train has to stop on a superelevated curve, it feels uncomfortable, as if the train may topple over. When passenger and freight trains, or local and higher speed trains are mixed on a line, everything has to be compromised.
Not sure about that...beyond my knowledge...maybe this can explain it?Is the axis of the tilt (roll center) located normally at the center of gravity, or is the CG above or below the RC on a typical tilting train? (Like an auto normally has the CG above the RC, and a ship normally has the CG below the RC, what is normal for a tilting train)
Would that depend on super-elevation? Naturally Wikipedia has an article called Tilting Trains, and it mentions force on the rail in whatever circumstances.I found this figure, it seems to be 'generic' enough, but the CG looks to be above the RC. If so, during tilt would there not be be a weight transfer to the inside that may not happen on a non-tilting train car. This leads one to think the possibility exists to safely corner at a slightly higher speed than a non-tilting car? Maybe the effect is so small as to not provide any speed benefit.
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The weight transfer to the inside rail would be minimal, with the COG moving inwards by maybe several inches (?), maximum (I am guesstimating) by a foot or so.I found this figure, it seems to be 'generic' enough, but the CG looks to be above the RC. If so, during tilt would there not be be a weight transfer to the inside that may not happen on a non-tilting train car. This leads one to think the possibility exists to safely corner at a slightly higher speed than a non-tilting car? Maybe the effect is so small as to not provide any speed benefit.
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Those speed limits are based on passenger comfort standards, not raw safety standards. Afterall the same locomotives operate both Talgos and regular coaching stock at their respective speed limits, and the locomotives do not tilt. On the NEC Acelas have higher speed limit with tilt on. But the power heads do not tilt.Do not forget that the Talgos on BNSF had speed limit signs that on some curves had a higher speed than regular passenger trains/ Some one have a picture?
Furthermore speed limits are not dictated purely by derailment stability limits, but also be other concerns, for example potential wear on track or disalignment caused by repeated hammering by heavy trains.Do not forget that the Talgos on BNSF had speed limit signs that on some curves had a higher speed than regular passenger trains/ Some one have a picture?
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