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Bridger Gondola


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#21 skierdude9450

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Posted 11 April 2006 - 06:41 PM

I see. So if the cabins are fully loaded, they need more support on the downhill side than if they were fully loaded on the uphill side, and if they're not loaded, it doesn't make much difference. And yes, to eliminate all doubt, I was talking about the Bridger Gondola at JH; I didn't know that there was another one. :biggrin:
-Matt

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#22 Tramway Guy

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Posted 04 May 2006 - 07:37 PM

It usually only happen with lifts driven from the lower station. A tower near the bottom will have much more tension on the downgoing side, consequently, there will be much more load on a tower from the tension effects acting on the wrap angle than the upgoing rope. And you have to allow for a cabin or two fully loaded coming over that tower combined with a fully loaded line going uphill at the same time. So, yes it is very likely to happen. It is much more likely with a gondola than a chair, but it can happen there also.

#23 skierdude9450

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Posted 06 April 2008 - 07:52 PM

After coming back from JHMR for a second time, I thought about this again. I'm still a little confused on this. It just doesn't make much sense to have a 6S/8S tower considering it's top drive, and the towers in question are not all near the bottom. First, it is highly unlikely that there would be a full downhill side and empty uphill side. Yes, it does take downloaders quite frequently, but not anywhere the number of people uphill.

This time I have pictures to show you:

Tower 4:
Attached File  P3281136.JPG (1.4MB)
Number of downloads: 67

Tower 9:
Attached File  P3281146.JPG (1.39MB)
Number of downloads: 51
-Matt

"Today's problems cannot be solved by the level of thinking that created them." -Albert Einstein

#24 skierdude9450

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Posted 06 April 2008 - 07:53 PM

Tower 12:

Attached File(s)


-Matt

"Today's problems cannot be solved by the level of thinking that created them." -Albert Einstein

#25 tram mechanic

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Posted 06 April 2008 - 08:31 PM

View Postskierdude9450, on Apr 6 2008, 08:52 PM, said:

After coming back from JHMR for a second time, I thought about this again. I'm still a little confused on this. It just doesn't make much sense to have a 6S/8S tower considering it's top drive, and the towers in question are not all near the bottom. First, it is highly unlikely that there would be a full downhill side and empty uphill side. Yes, it does take downloaders quite frequently, but not anywhere the number of people uphill.

This time I have pictures to show you:

Tower 4:
Attachement P3281136.JPG

Tower 9:
Attachement P3281146.JPG


though others can speak with more authority, there are times that this line can be loaded heavily on the downhill side. An event disperses at the top restaurant and hundreds of people leave with no one coming uphill.

#26 lastchair_44

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Posted 09 April 2008 - 02:19 PM

View Postskierdude9450, on Apr 6 2008, 07:52 PM, said:

After coming back from JHMR for a second time, I thought about this again. I'm still a little confused on this. It just doesn't make much sense to have a 6S/8S tower considering it's top drive, and the towers in question are not all near the bottom. First, it is highly unlikely that there would be a full downhill side and empty uphill side. Yes, it does take downloaders quite frequently, but not anywhere the number of people uphill.

This time I have pictures to show you:

Are you aware we park cabins at night? And as Tram Mechanic stated, after 8:15 pm during night restaurant operations, there is no uphill traffic and only downhill traffic.


Edit 1- Tower four is also getting combo assembly installed within the next two weeks because it is so lightly loaded (hence less sheaves) that the rope tends to wander in pulse mode (four groups of five cabins). Tower 21 is also getting one, and maybe one other.
-Jimmi

#27 skilift engineer

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Posted 12 April 2008 - 09:00 AM

The reason for more sheaves on the downhill side is due to radial acceleration. The downhill side has less tension therefore more sag and larger break over angles. The shape of a sheave train under load can be modeled as an arc. The more break over the smaller the radius of that arc and therefore a higher radial acceleration. The simplest way to decrease this acceleration is to add more sheaves. This makes the arc longer and increases the arc radius therefore less radial acceleration.

#28 lastchair_44

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Posted 12 April 2008 - 10:31 AM

Great explanation! Thanks!
-Jimmi

#29 Peter

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Posted 12 April 2008 - 05:42 PM

That makes sense now, thanks for your insight!
- Peter<br />
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