nfitz
Superstar
It's been many decades since I first heard about it. Didn't the Montreal Metro start incorporating this into designs in the 1970s?Regenerative braking had been a thing for awhile now.
It's been many decades since I first heard about it. Didn't the Montreal Metro start incorporating this into designs in the 1970s?Regenerative braking had been a thing for awhile now.
Don't elevators induce safety concerns that escalators solve, such as open airness and not being confined to small spaces, or an I being too liberal here.
It's been decades since I first heard about it. Didn't the Montreal Metro start incorporating this into designs in the 1970s?
I was thinking of the grade of tunnel/station design aspect (fanoftoronto said "stations shallower than the rest of the tunnel").Not sure about Montreal, but we had it since T1s.
They can. However, lets first note that these will be high capacity elevators, not your typical apartment/condo/office building elevator; in this day and age they will almost certainly all have security cameras as well.
We don't know what design decisions are being taken as yet, but there is a good chance the elevators will have glass/transparent doors which provide some additional safety.
Certainly they are less 'airy'; and there is a theoretical safety difference vs escalators in terms of the ability to 'call for help' and visibility. However, in the real world, elevators will have alarms, and escalators in low-use stations at 11pm don't have many people around if someone decides to be a problem to you 1/2 way up.
With elevators, you can always take a pass on entering one if the look of a fellow passenger is concerning; take the next one; and/or take the stairs.
Not sure how much benefit transparent doors can offer in terms of safety given it's a much longer ride - and there is not much by the way of "eyes" along the way.
AoD
Regenerative braking had been a thing for awhile now.
AoD
Regenerative braking only works up until a certain limit. Beyond this limit, we always have to rely on mechanical brakes to bring the vehicle to a complete stop. We'd not have such soot covered track levels if the T1s and the Rockets were using regenerative breaking 100% of the time. A shallower station would further help with the regenerative braking by assisting in the deceleration without relying on the mechanical brakes.
Furthermore, if the tunnel dips after the station, it helps reduce energy use for acceleration when departing the station as well.
The next benefit of a shallower station is that there is less digging required to build the station. Lower upfront construction cost.
Last benefit is a recurring saving. Less circulation required as the air doesn't need to move as far to get to platform level. Additionally, we'll have a smaller concourse level, or lesser overall open cubic feet within the station itself, meaning lesser ongoing heating and cooling costs.
Though, if we're going 35 m deep, we could potentially also heat the station using a geo-thermal heat pump. We're already at the minimum depth required for geo-thermal. The geo-thermal system might be comparable in price to comparable forced air heating as we have lesser digging required. While also reducing the ongoing costs for the stations.
Much earlier than that - since the H5s in 1976.Not sure about Montreal, but we had it since T1s.
AoD
Certainly there are savings with this type of design. But we would not be talking about metres, there is still a track grade that has to be maintained.
I really doubt this is true. If the vehicle were specially spec'ed that would be one thing, but I doubt there's any train that doesn't need to climb such grades that would be powered for such.mean, trains can handle grades up to 10%
I really doubt this is true. If the vehicle were specially spec'ed that would be one thing, but I doubt there's any train that doesn't need to climb such grades that would be powered for such.
I don't have current data for the TRs (though I don't doubt they'd post similar figures), but the H1-6 and T1 cars are limited to 3.5% grades. The CLRVs, which were considerably more nimble than a subway car (an empty car weighing 22k kg compared to an empty H5 at 30k) were only designed for 8% grades.
10% is a very steep grade, well outside of the norm of what most transit systems would encounter.
I mean, trains can handle grades up to 10%. So over a length of 100 metres, we can go up 10 metres, which would bring the depth of the station from 35 metres down to 25 metres. Or you can go 150 metres of tunnel, meaning we can go up 15 metres, and reduce the depth of the station to 20 metres.
I believe the bigger issue is that the bedrock is situated at the 35 metres depth. Not sure what the engineering challenges are to keep going between bedrock and closer surface back and forth.
I really doubt this is true. If the vehicle were specially spec'ed that would be one thing, but I doubt there's any train that doesn't need to climb such grades that would be powered for such.
I don't have current data for the TRs (though I don't doubt they'd post similar figures), but the H1-6 and T1 cars are limited to 3.5% grades. The CLRVs, which were considerably more nimble than a subway car (an empty car weighing 22k kg compared to an empty H5 at 30k) were only designed for 8% grades.
10% is a very steep grade, well outside of the norm of what most transit systems would encounter.
Spadina is a odd duck - with that much space devoted to the elevator bank, you can probably put a pair of escalators in scissors format.