Can't one compensate for this by using more shorter pieces of rail and more gaps at the end-connects. With quarter-mile rails I can see this clearly would be a problem and a disaster waiting to happen, but 100' or 200' and end gaps one would think one could compensate for such... or is the expansion over that temp range just too much?
Sure, one can do that. And in fact, that's how rails were originally laid in this country; shorter lengths that is. But that increases maintenance costs as hitting those joints wears down both the rails & the wheels much faster, even as it makes that old familiar clickity-clack sound.
I suspect nowadays since passenger traffic makes up such a small percentage of what the rails carry, any optimization for being on schedule doesn't/wouldn't make any economic sense... freight I suspect doesn't care if it is a couple hours late and likewise if one can reduce rail/wheel wear that's what's of the greatest importance to the rail companies, ie, it's all dollars and cents. I wonder if there isn't some non-cost prohibitive way to have the best of both worlds, ie, run at full speed independent of temperatures, and likewise keep wear to a minimum?? Many thanks for your insights and reply - very much appreciated.
A related question: when a train has to run at 25mph vs 60mph, I suspect the gallons per mile decreases, but not proportionately, ie, over the same trip, the total fuel burned increases - correct? Any idea what those numbers actually look like? eg, any guesses as to what a CZ burns btwn DEN and CHI, ie, out on the flats (either total fuel, or gallons per mile)? Again, many thanks.