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Re: Comparisons

June 26, 2000 07:33AM
Earl notes the Baldwin specs for the K-36 class provided for operation through 26 degree curves, others on this fourm and elsewhere have commented on the operational difficulties when the D&SNG began operating K-36 class locomotives on the Silverton branch. Was Baldwin being overly optimistic in what they promised, or were the problems due to clearance in cuts on curves, and the degree (or lack of) superelevation on the curves?
Likewise, a quick check of D&RGW profiles shows that the tightest main line curves were on the Marshall Pass. The 1947 profile shows maximum curvature of 25 degrees, 30 minutes between Marshall Pass and Shavano (water tank). Twenty-four degree curves are shown as maximum curvature on significant parts of Marshall Pass, and the Monarch Branch. On the Silverton branch, the 24 degree maximum curvature is shown on the profile as between Hermosa and Cascade. On the Alamosa - Chama portion of the line, the profile gives 20 degrees as the maximum curvature, between Big Horn and Chama. West of Chama the maximum curvature was 24 degrees, between Monero and Amargo. Elsewhere between Chama and Durango, 20 degrees was the maximum.
The K-37 class was regularly used on Marshall Pass. In theory, of all this data is correct, the K-37 class should have been satisfactory on the D&SNG, but they found it less than ideal. Comments from the men who were there?
In any event this has been an interesting series of postings. Easy to see why the D&SNG might not be too excited about acquiring EBT mikes, if they were designed to run around 19 degree curves.
Charlie Mutschler
Subject Author Posted

EBT/DRGW MIKES

Lee Carlson June 23, 2000 01:30PM

Re: EBT/DRGW MIKES

Les Clark June 23, 2000 03:36PM

Re: EBT/DRGW MIKES

Chris Coleman June 23, 2000 05:51PM

Re: EBT/DRGW MIKES

Kelly Iverson June 23, 2000 08:20PM

Comparisons

Mike Trent June 24, 2000 10:00AM

Re: Comparisons

J Freeland June 24, 2000 10:13AM

N.G 2-10-2

Mike Trent June 24, 2000 11:25AM

Re: N.G 2-10-2

J Freeland June 24, 2000 02:43PM

Re: N.G 2-10-2

El Coke June 24, 2000 03:45PM

Re: N.G 2-10-2

Glenn Christensen June 24, 2000 05:55PM

Re: N.G 2-10-2

Michael Allen June 24, 2000 09:06PM

Re: N.G 2-10-2

Glenn Christensen June 25, 2000 10:49AM

Re: N.G 2-10-2

Hugh Odom June 27, 2000 04:26PM

Re: Comparisons

Earl June 24, 2000 11:29AM

Re: Comparisons

J Freeland June 24, 2000 02:47PM

Re: Comparisons

Chris Coleman June 25, 2000 06:48PM

Re: Comparisons

Charlie Mutschler June 26, 2000 07:33AM

Re: Comparisons

Thor W. Windbergs BSME June 28, 2000 07:59AM

A(short) EBT/D&S tale

El Coke June 24, 2000 03:57PM

K36's and curves

Kelly Anderson June 24, 2000 08:07PM

Re: Comparisons

Glenn Christensen June 25, 2000 11:06AM

Curves, Quirks and Light Rail

William L. Petitjean, P.E. June 26, 2000 12:05AM

Re: Curves, Quirks and Light Rail

Chris Coleman June 26, 2000 06:08AM

Re: Curves, Quirks and Light Rail

G. W. Laepple June 27, 2000 12:35PM

Inside vs Outside Frames

Kelly Anderson June 27, 2000 05:08PM

Re: Curves, Quirks and Light Rail

KeithG June 27, 2000 11:01PM

Re: Curves, Quirks and Light Rail

Keith G June 27, 2000 11:17PM

Re: EBT/DRGW MIKES

Chris Coleman June 25, 2000 06:16PM

Re: EBT/DRGW MIKES

J. B. Bane June 24, 2000 06:35PM

Re: EBT/DRGW MIKES

Kelly Anderson June 24, 2000 07:55PM

Rail weight

John West June 24, 2000 09:11PM

Re: Rail weight

Bruce R. Pier June 24, 2000 10:39PM

Re: Rail weight

Earl June 26, 2000 05:01PM

NG MIKES

Chris Coleman June 26, 2000 09:20PM



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