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Posted by BaltACD on Monday, April 20, 2015 11:35 AM

Deggesty

Does what was posted today extend the speed reduction to all urban areas?

 

No - only those defined by the FRA.

And in many cases, track speed in these areas are already below 40 MPH for all trains because of the lines having been laid out in the 19th Century and then they got hemmed in by urban development.

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Posted by Norm48327 on Monday, April 20, 2015 11:24 AM

tree68

Let's face if folks - Bucky's solutions are going to save the day, and it's the railroads' fault if they don't immediately embrace and implement those solutions.

 

The world should be beating a path to his door. He will be rich and famous.

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Posted by Deggesty on Monday, April 20, 2015 11:13 AM

cacole

A news item published Monday, April 20th, indicates that the Transportation Department has issued a series of emergency orders, including a 40-mph speed limit for hazardous materials moving through uban areas.

 

 

Is this same as was in last Friday's Newswire? "Finally, the DOT has issued Emergency Order No. 30, Notice No. 1, establishing a maximum authorized speed of 40 mph for trains transporting large amounts of Class 3 flammable liquid through certain highly populated areas, known as High Thread Urban Areas."

"High Thread Urban" should have been written "High Threat Urban."

Does what was posted today extend the speed reduction to all urban areas?

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Posted by tree68 on Monday, April 20, 2015 10:48 AM

Let's face if folks - Bucky's solutions are going to save the day, and it's the railroads' fault if they don't immediately embrace and implement those solutions.

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Posted by cacole on Monday, April 20, 2015 10:44 AM

A news item published Monday, April 20th, indicates that the Transportation Department has issued a series of emergency orders, including a 40-mph speed limit for hazardous materials moving through uban areas.

 

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Posted by Norm48327 on Monday, April 20, 2015 10:12 AM

Euclid
 
 
In the Lynchburg wreck, the pulling was only against the resistance of the eight derailed cars because no brakes were applied to the cars behind the derailment during the dragging of the eight derailed cars. 
 
 
 

And how do you know that to be fact? Question

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Posted by Euclid on Monday, April 20, 2015 8:05 AM
In the differential braking scenario #3 that I have described above, the pulling on the derailing cars is against the resistance of braking behind those derailing cars as well as against the resistance of the derailed cars themselves. 
 
In the Lynchburg wreck, the pulling was only against the resistance of the eight derailed cars because no brakes were applied to the cars behind the derailment during the dragging of the eight derailed cars. 
 
Therefore, when the train parted between cars #8 and 9, car #9 jackknifed because of its complete loss of guidance from car #7.  Then there was full (un-braked) kinetic energy available in the cars behind car #9 to shove more cars into the jackknife pattern. 
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Posted by Euclid on Monday, April 20, 2015 7:47 AM
Euclid
Dave,
 
You say that only empties have a chance of being dragged as an alternative to jackknifing, and therefore my idea won’t work because the oil trains are loaded.  Yet, in the Virginia wreck, eight LOADED cars were derailed and dragged, with the first car in the string being dragged 1,200 feet.  They lost their trucks and tore up the track, and yet they stayed in line, and mostly upright; and none of those eight cars breached.
 
Then you suggest that none of this matters because cars behind the eight dragged cars did jackknife and breach, as if that discredits the idea of differential braking and related features.  All the Virginia wreck did was inadvertently demonstrate the beneficial effect of differential braking.
 
Had this train been equipped with my four features, the braking response would have begun the instant the first car derailed, rather than after it dragged for 1,200 feet.  And also the braking response would have set maximum braking behind the derailed car, and due to the empty/loaded sensors of my concept, that braking would have been much greater braking force than what was available in the Virginia train wreck. 
 
At the same time, the differential braking would have created the same type of tension ahead of the derailed cars that was demonstrated inadvertently in the actual wreck.  So rather than just dragging eight cars clear of the pileup; with my system,  the much heavier braking behind the derailment, plus the fact that it would have begun 1,200 feet earlier—these factors may have prevented all of the jackknifing that did occur in the wreck, and also prevented all of the breaching and fire that did occur.   
 
Dave,
 
Re- your comment, “Shoving more cars into a hole at a higher rate of speed will not improve the situation.”
 
You mention the futility of shoving derailed cars over damaged tracks as though that is what I have suggested in the differential braking concept.  Yet that is not at all what I have suggested.
 
 
I see three different scenarios for cars derailing as they enter damaged tracks as follows:
 

1)    The derailed cars part as they move over damaged tracks, and the derailed cars behind the parting are being shoved ahead by the cars still on the rails behind the derailment.  The derailed cars behind the parting jackknife, and the ones ahead of the derailment pull away without jackknifing.

 

2)    The derailed cars do not part as they move over damaged track, and the slack is bunched because they are being shoved ahead by the cars still on the rails behind the derailment.  The derailed cars jackknife as they are shoved.

 

3)    The derailed cars do not part as they move over damaged track, and the slack is stretched as they are being pulled ahead by the cars still on the rails ahead of the derailment.  The derailed cars do not jackknife. 

 
 
 
Any one of those three scenarios can happen in conventional practice.  The purpose of differential braking that I have described is to prevent scenarios #1 and 2, by creating scenario #3. 
 
Of course this has its limits because if the differential braking pulls too hard, it will pull the train in two as the resistance of the dragging cars grows as their number increases.  That will change scenario #3 to scenario #1.  But to the extent that #3 was successful, it will reduce the effect of #1.
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Posted by Wizlish on Monday, April 20, 2015 3:45 AM

It might bear mentioning here, before we get some 'expert' solving the problem by making the valve more sensitive, that a properly adjusted triple valve has to be relatively insensitive to the rate of changes in the line pressure.  When it is sensitive, you have one kind of 'dynamiter', and that is a bad thing; how you'd get a train reliably over the road with a whole consist of them is a nightmare even to non-railroaders.

I have little doubt that if you went back and looked at the specs or design process of the EOT device, you'd find that the little air turbine was specifically designed so that it wouldn't use enough air to provoke an emergency release on cars with triples within spec.  That turned out to be a tragic 'optimization' at Lac Megantic, but I don't blame the EOT's engineering team -- who among them would imagine that a train would be left with all the engines shut down, hanging on the independent and a grossly inadequate number of handbrakes, on a 2% grade?

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Posted by jeffhergert on Sunday, April 19, 2015 11:25 PM

Euclid
Zugmann,
 
I did state that wrongly above.  The brake pipe and the independents leaked down, but the tank car automatic brakes remained released with reservoirs fully pressurized because the leak down of the brake pipe was too slow to cause an application of the tank car brakes. 
 
 
 

My understanding is that the auxilary reservoirs would have leaked down at the same rate as the train line.  That's why the brakes didn't set up.  Had the control valve sensed higher pressure in the auxilary reservoir then the train line, it would have moved to the application position.  That's how air brakes work.  (When the control valve senses pressure equalization between the TL and AXR, it goes to lap.  When it senses higher pressure in the TL, it goes to release.  Those three basic functions are why the control valve used to be, and the term still is used in the field, called a "triple valve.") 

 When in the release/running position, there is a charging port that is open between the train line and reservoir.  Air can flow into or out of the reservoir.  As long as the rate is light enough, it won't trigger a brake application.  (The link Zug has says the train line leaked off at 1psi/minute.  It wasn't enough to trigger an application.)   

That port closes when the control valve goes the application position, and then to the lap position after pressure between the train line and auxilary reservoir equalizes.  Before leaving the train unattendend, had the engineer made a brake application, instead of leaving the brake in the release position, the car brakes would have set up harder as the train line leaked off.  

I've heard of some railroads (I think the few times I've heard of it, they were all Canadian railroads.) allowing to leave a train unattendend, with the air brakes released after tying a sufficient number of hand brakes.  Most, however have rules to leave unattendend trains with the automatic brake applied. 

http://www.railway-technical.com/air-brakes.shtml 

Scroll down to "operation on each vehicle" and you can see the connection, called a "feed groove" if you enlarge the diagrams. 

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Posted by dehusman on Sunday, April 19, 2015 7:26 PM

After I wrote my response I realized that the whole arguement was moot.  The train would not have gone in emergency when "the air bled off", because the train would have already been in emergency and the air would have never had a chance to bleed off the train line.

As soon as the last engine was shut down, the train line ECP control signal would have gone dead. That should have signaled the cars to go in emergency, because they don't know whether that signal loss was caused by an engine shutdown or the train parting.  I wil agree that with ECP the train would have been placed in emergency.  The question remains, for how long?  A pessimist would say that since nothing else went right that night it would have bled off, an optimist would say it would have held long enough for the relief crew to get there and restart the engines.

 

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Posted by Euclid on Sunday, April 19, 2015 6:10 PM
Zugmann,
 
I did state that wrongly above.  The brake pipe and the independents leaked down, but the tank car automatic brakes remained released with reservoirs fully pressurized because the leak down of the brake pipe was too slow to cause an application of the tank car brakes. 
 
Since ECP brakes do not make decisions based on the rate of reduction of a brake pipe, I suspect they would have applied the car brakes as the air line pressure dropped, regardless of the fact that it was dropping too slowly for conventional air brakes to respond to the drop. 
 
In fact ECP probably would apply train brakes in response any air pressure abnormality, including the loss of the last operating compressor.
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Posted by zugmann on Sunday, April 19, 2015 5:14 PM

Euclid

As I understand it, the engineer of the MM&A oil train left the automatic brake released and held the train with just the indenpendent brake and some hand brakes.  So apparently the leak-down only involved the independents.  The train line and the car reservoirs remained pressurized, and the automatic brake remained released as the train ran away once the independents leaked down.

This is why so many people could not understand how the car reservoirs all leaked down and released the car brakes in only a few hours.  The car reservoirs did not have to leak down in order to release the car brakes.  The car brakes were already released while the reservoirs and train line were fully charged. 

 

 

Take another look at the report.  http://tsb.gc.ca/eng/rapports-reports/rail/2013/r13d0054/r13d0054.asp

 

There's a chart (table 1) on that page with the data downloaded from the engine.  The brakepipe did bleed off before the train ran off.

Even with ECP, you set handbrakes when parking a train.  Period. End of story.  Railroading 101.  Never rely on the air to hold an unattended train.

It's been fun.  But it isn't much fun anymore.   Signing off for now. 


  

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Posted by Wizlish on Sunday, April 19, 2015 5:04 PM

dehusman
Don't know that that would happen.  Is that functionality on each individual car (if a car senses an air drop it sets the brakes on itself) or is it part of the locomotive control valve functionality (the locomotive senses the drop and sets the brakes on the train)?  Since there was no system and there is no ECP system currently in use on the US freight network, I couldn't swear how one would work.

I'm going by the systems that have been developed (some of which have been tested in service) for ECP on freight trains.  You will know more of these than I do.  My present opinion is that ECP systems as generally designed and applied to passenger trains aren't comparable to what is required for a 'good' freight system, either for unit-train service or as prospectively designed for loose-car or loose-block railroading.  But I would think any ECP system designed by a competent engineer would have some limit valve that would set the air if trainline pressure dropped below a reasonable limit, no matter how slowly pressure bled off to reach that limit. 

I would think having an individual car set the brakes on just itself would be a bad thing.

I can think of very few things as asinine as that would be; it's bad  with conventional brakes when one car 'decides' to set itself in emergency ('dynamiting') and takes the rest of the train with it eventually...

If its part of the locomotive control valve, then what happens when all the engines are shut down before the air pressure drops?  After all, before the engine caught fire, the train line was pressurized. The only running engine caught fire.  That engine was shut down.  Subsequent to that the train line pressure dropped.  With all the engines shut down, which engine is going to be the one that tells the train to set its brakes?

I leave aside the discussion of what a bonehead Pepsi move it was to leave all the locomotives of a consist 'dead' with only the independent and a wholly insufficient number of handbrakes set.  The Canadians involved will have to live with that, and I leave it to them to do that,  but shoulda-woulda-coulda is not really appropriate in this discussion, and it brings up the very important point of whether the 'safety' valve in a given locomotive unit will function with that unit isolated or shut down.

As noted in the accident report, many locomotives in fact have a specific valve in the trainline that is meant to detect falling pressure, and at some absolute setpoint this valve opens and dumps the air.  I don't remember exactly, but I think that at least one engine in the MMA consist involved at Lac Megantic was set up to have this valve but it was either disconnected or removed.  If this is an important issue to document I'll look up the specific references.  Randy Stahl is likely to know all about this and I hope he will comment (assuming he hasn't already gotten terminal MEGO syndrome from this thread and has stopped following it...)

In answer to your question:  EVERY locomotive in a consist ought to have one of these valves, and 'which one is the one that tells the train to set its brakes' is the first one whose valve triggers.  If a given engine doesn't trip, the next one would, and so on.  (If I remember correctly, this valve was supplied with battery power even with the locomotive isolated and the prime mover shut down, so even 'dead' units would have the safety feature; IIRC you would have to pull the master battery shutoff, a separate thing on both EMD and GE locomotives, to deactivate it.  (Perhaps ironically, wasn't this what those firemen did?)   The valve should certainly stay shut when an equipped locomotive is being handled dead-in-train, and it shouldn't contribute enough parasitic drain when 'live' to run a parked locomotive battery down and present proper start/restart, but if this were a concern I'd expect the battery shutoff would have been used.

Even if the air bled off and the train brakes set, there is nothing to say that they wouldn't have bled off and let the train roll free.  That's why the rules require handbrakes because the train brakes can't be relied upon to hold a train.

Thing is, the brakes were tested, and I believe it was demonstrated that the train would have held easily for at least 2 to 3 days.  The only length of time involved at Lac Megantic would have been up until dawn, when the 'American' engineer showed up to take the train (and discovered what a mess awaited him!  The point is that even if the train brakes had started bleeding off to the point the train started to move, it would still have shoes applied to all the cars, plus of course the 'seven brakes' less the axle left out by the defective QRB valve.  I think you will agree that it would be unlikely that in the relatively short distance down to Lac Megantic the train would have reached the speed corresponding to the 'boiling point' where outgassing from the shoes destroys effective braking effort at about 22-23 mph.

It might have delayed the runaway for a couple more hours, which might have reduced the fatalities, but there is no guarantee that it would have held the train all night.

Of course there is no 'guarantee' that the train involved in the Lac Megantic accident wouldn't have rolled down and exploded, but I don't recall anyone with experience claiming that if the train air had in fact been set, even with the reduced reservoir pressures corresponding to the point the 'safety' valve triggered at about 40 psi or so, the train would have rolled down that night.  I still am uncomfortable with the fact that part of a safety device -- the air turbine in the EOT device -- was the proximate cause both of the significant fall in trainline pressure and the slow-enough fall of pressure that kept the brake system from normally going into emergency by sensing differential between reservoir and trainline pressures.  (I would tongue-in-cheek note that if Euclid put a little turbine on every car, the aggregate drop WOULD have put the 'legacy air' in a compatible ECP/standard hybrid system into emergency, right quick, under the conditions that prevailed for the Lac Megantic accident...)

 

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Posted by Euclid on Sunday, April 19, 2015 4:48 PM
Dave,
 
You say that only empties have a chance of being dragged as an alternative to jackknifing, and therefore my idea won’t work because the oil trains are loaded.  Yet, in the Virginia wreck, eight LOADED cars were derailed and dragged, with the first car in the string being dragged 1,200 feet.  They lost their trucks and tore up the track, and yet they stayed in line, and mostly upright; and none of those eight cars breached.
 
Then you suggest that none of this matters because cars behind the eight dragged cars did jackknife and breach, as if that discredits the idea of differential braking and related features.  All the Virginia wreck did was inadvertently demonstrate the beneficial effect of differential braking.
 
Had this train been equipped with my four features, the braking response would have begun the instant the first car derailed, rather than after it dragged for 1,200 feet.  And also the braking response would have set maximum braking behind the derailed car, and due to the empty/loaded sensors of my concept, that braking would have been much greater braking force than what was available in the Virginia train wreck. 
 
At the same time, the differential braking would have created the same type of tension ahead of the derailed cars that was demonstrated inadvertently in the actual wreck.  So rather than just dragging eight cars clear of the pileup; with my system,  the much heavier braking behind the derailment, plus the fact that it would have begun 1,200 feet earlier—these factors may have prevented all of the jackknifing that did occur in the wreck, and also prevented all of the breaching and fire that did occur.   
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Posted by Euclid on Sunday, April 19, 2015 4:45 PM

As I understand it, the engineer of the MM&A oil train left the automatic brake released and held the train with just the indenpendent brake and some hand brakes.  So apparently the leak-down only involved the independents.  The train line and the car reservoirs remained pressurized, and the automatic brake remained released as the train ran away once the independents leaked down.

This is why so many people could not understand how the car reservoirs all leaked down and released the car brakes in only a few hours.  The car reservoirs did not have to leak down in order to release the car brakes.  The car brakes were already released while the reservoirs and train line were fully charged. 

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Posted by dehusman on Sunday, April 19, 2015 4:29 PM

Don't know that that would happen.  Is that functionality on each individual car (if a car senses an air drop it sets the brakes on itself) or is it part of the locomotive control valve functionality (the locomotive senses the drop and sets the brakes on the train)?  Since there was no system and there is no ECP system currently in use on the US freight network, I couldn't swear how one would work.

I would think having an individual car set the brakes on just itself would be a bad thing.

If its part of the locomotive control valve, then what happens when all the engines are shut down before the air pressure drops?  After all, before the engine caught fire, the train line was pressurized. The only running engine caught fire.  That engine was shut down.  Subsequent to that the train line pressure dropped.  With all the engines shut down, which engine is going to be the one that tells the train to set its brakes? 

Even if the air bled off and the train brakes set, there is nothing to say that they wouldn't have bled off and let the train roll free.  That's why the rules require handbrakes because the train brakes can't be relied upon to hold a train.  It might have delayed the runaway for a couple more hours, which might have reduced the fatalities, but there is no guarantee that it would have held the train all night.

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Posted by ruderunner on Sunday, April 19, 2015 4:14 PM

It seems Euclid is on the same page as me. Perhaps I should have used Lynchburg as an example or some other wreck.

That said, wizlist I'm not sure Dave is wrong about ecp not stopping the wreck. In my understanding, once the air is gone even ecp wouldn't have held the train. OTOH would PTC have been a benefit? Probably not. Even great trackwork wouldn't have helped. But runaway trains is such an anomaly, why even think about it.

How many derailment happen every day? And not just the ones that make the news...

I believe everyone here is taking things a bit too literally. I'm trying to discuss concepts of things that may make improvements, not saying this is how it has to be and its the only way. I see Euclid doing the same, trying to develop a concept but everyone doesn't seem to be even attempting to follow the idea, rather they would rather argue over finedetails. Sure the details will be important, but at this time the idea or concept is more important.

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Posted by Wizlish on Sunday, April 19, 2015 10:50 AM

dehusman
ECP would not have prevented Lac Megantic. Not a single penny of the money spent on ECP would have yielded a benefit for Lac Megantic.

Don't be dumber than you have to be.*  Any sensible ECP system would have responded to falling trainline pressure by applying the train brakes.  I think we are all agreed: brakes on = no Lac Megantic accident.  Admittedly this is a fringe benefit of having the ECP system, and not just some additional valves and wiring to actuate release quicker... but the additional features are part of the "money spent on ECP" (and in the case of Lac Megantic even you can't deny it would have been money well, well spent.)

 

*(Yes, that was a little strong, but Dave has been a bit arrogant in his claims that many contributors to this thread are ignorant of real-world train systems, and he should have known better than to miss this so badly...)

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Posted by Euclid on Sunday, April 19, 2015 10:14 AM
Dave,
 
Who is claiming that any of the ideas you have listed would have prevented the Lac Megantic wreck?  Certainly I never claimed they would have prevented Lac Megantic. And it appears to me that Ruderunner never claimed that either.  I interpret his words to be simply citing Lac Megantic as an example of a relatively bad train wreck.  He merely cited Lac Megantic as an example of “one major derailment.” He was referring to relatively bad train wrecks in general as being costly enough to justify the cost of these safety systems.
 
So you are refuting a claim that has never been made.
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Posted by dehusman on Sunday, April 19, 2015 9:39 AM

ruderunner

And how do those costs compare to added safety improvements? Upgraded right of way and keeping it in better condition costs how much per year? Not including repairs from derailments (if the derailment didn't happen, the repairs woudn't be needed) Is adding things like ECP really that expensive compared to one major derailment (LacMegantic for example)?

Here is a perfect example of why I keep bringing up using DATA, addressing the CAUSE and not firing shotguns in the dark.

ECP would not have prevented Lac Megantic. Not a single penny of the money spent on ECP would have yielded a benefit for Lac Megantic.

Load/empty sensors would not have prevented Lac Megantic. Not a single penny of the money spent on load/empty sensors would have yielded a benefit for Lac Megantic.

Euclid's differential braking would not have prevented Lac Megantic. Not a single penny of the money spent on differential braking would have yielded a benefit for Lac Megantic.

For a cost benefit basis all of those schemes, if you are trying to prevent Lac Megantic, would have been 100% waste.  All expense, zero benefit.

That's why railroads take a broader approach and look at more than the cause du jour that everybody is in a tizzy about.  When you look at the big picture, what you do and how you do it is different than just reacting to last thing the evening news covered.

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Posted by ruderunner on Sunday, April 19, 2015 8:43 AM

A question of perspective: how much does the industry spend each year on derailment cleanups?  Not just hazzardous loads but all derailments?  Including lost time to rerail a couple cars that picked a switch and lost revenue from having to shut the line down for days to clean up a more major accident? Damaged and lost lading? litigation and settlements/judgements?  Those are just a few of the costs involved in any derailment.  How much does that add up to?

Not an easy question to answer.  Someone woud really have to be "in the know" to provide real answers but I suppose  educated guesses could work here.

And how do those costs compare to added safety improvements?  Upgraded right of way and keeping it in better condition costs how much per year? Not including repairs from derailments (if the derailment didn't happen, the repairs woudn't be needed)  Is adding things like ECP really that expensive compared to one major derailment (LacMegantic for example)?  How many derailments would cost more than ECP?  Most are knocking my derailment sensor idea as cost prohibitive but none of us even have any idea how much such a system would cost, not even me.  But I feel that the cost would be much less than others think.

Without actual number to put things into perspective though, it's really an argument about nothing.  That's not to say that keeping the costs minimal isn't beneficial, actually the cheaper the better in order to gain acceptance.  And by way of mass production the more production the cheaper it could become.

EXample: the Lincoln show car that eventually became the original Batmobile, cost FoMoCo somehwere near 5 million dolllars (in the late 50's), was sold to Barris for less than $2000 and now is stil worth less than a fraction of what it cost to build (I believe current value is about $500k).  But the production versions of that Lincoln sold for well under $5000 and enough were sold to justify it's production expenses.

Point being, prototype costs are always much higher than production costs.

And to be clear, I agree that derailment prevention is the best way to handle things.  If derailments didn't happen how much could be saved in car costs? Tanks coud be built, maybe, with only 1/4" steel for example.  What about lower insurance premiums? Higher track speeds? No drailment cleanups? Other savings?  Could those saving offset the expense of making trackwork derailment proof?

For that matter can track be made derailment proof?  No, not even with an unlimited budget.

So given that derailments can still happen, why not explore avenues of crash control/mitigation?  By limiting the severity of those derailments, many of the costs associated with one can certainly be reduced.  Enough to offset the cost? Maybe, we don't know yet.

And now that the government is noticing and taking some action, time is growing short for the industry to sort out its own problem.  Best to get a handle on it before the government decides whats best.  FWIW I don't believe the latest news from on high is bad, it actually seems rather prudent.  I'm not sure how patient they will be though before handing down something not practical.

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Posted by dehusman on Saturday, April 18, 2015 5:52 PM

Wizlish
 I suspect there is the usual war between the operating and MOW department over where the thresholds for a given railroad's detectors will be set -- remains to be seen if there is too much false-positive action and the thresholds have to be 'adjusted' quietly and behind the scenes after the publicity has died down...
 

What war?

The engineering department doesn't really care where the thresholds are set.  Its ithe operating and mechanical departments that have the dog in the hunt.  They will determine the threshold based on data and set them accordingly.

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Posted by Euclid on Saturday, April 18, 2015 1:36 PM
Wizlish,
 
For some reason, I cannot quote your post.  I have experienced this problem before.  But you said this above:
 
what I don't think these people foresaw, however, was that even their option #1 tank car, with ECP and 9/16 wall steel and 'rollover protection', would not be proof against breach and explosion in many types of derailment.
-----------------------------------------------------------------
 
This is the area that I find most curious in this whole quest for oil train safety.  Just reading between the lines in comments by Anthony Foxx, it does seem like the DOT was blindsided by this revelation of inadequacy demonstrated in recent wrecks involving 1232 cars. 
 
But was the industry blindsided too?  It is hard to know the answer to that question because there was no commitment made as to what the improvements of the 1232 cars was intended to accomplish other than adding safety.  But nobody ever said how much safety or promised that the added safety would be enough safety.  It was just another one of those “making it safer” dances with no specific accountability.  But clearly, DOT and much of the press saw the 1232 as a failure to do what was promised despite that fact that no promise was actually made.
 
In any case, the larger implication of the 1232 failure resides with the plan for the impending new DOT tank car.  That was only intended at most to be slightly stronger than the 1232.  But now the revealed shortcomings of the 1232 cast doubt on achieving a new DOT specification that the industry will find acceptable. 
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Posted by zugmann on Saturday, April 18, 2015 11:59 AM

Wizlish
I suspect there is the usual war between the operating and MOW department over where the thresholds for a given railroad's detectors will be set -- remains to be seen if there is too much false-positive action and the thresholds have to be 'adjusted' quietly and behind the scenes after the publicity has died down...

always a 3-way war: operating (engineer and conductor zombies), mechanical (car dep't) and engineering (track goblins). I believe the newer detectors can tag a car if a journal or wheel is running hotter than usual, but not as hot as to cause a need for immediate set-out.  Pretty hi-tech stuff anymore.

 

BaltACD would know better than me.

It's been fun.  But it isn't much fun anymore.   Signing off for now. 


  

The opinions expressed here represent my own and not those of my employer, any other railroad, company, or person.t fun any

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Posted by Wizlish on Saturday, April 18, 2015 11:44 AM

dehusman
Y'all have got the detector thing exactly backwards.

How so?

The detector will have a vibration or shock threshold -- a better 'temperature' analogy would have been your thermostat, not a fever.  When the setpoint is exceeded, the device issues an alert.  Lower threshold = less vibration or whatever needed to trigger the alert.

And the more likelihood that a given train will have at least one car that triggers at the lower threshold, and the affected car will have to be set out at some (possibly inconvenient) point.  I suspect there is the usual war between the operating and MOW department over where the thresholds for a given railroad's detectors will be set -- remains to be seen if there is too much false-positive action and the thresholds have to be 'adjusted' quietly and behind the scenes after the publicity has died down...

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Posted by Wizlish on Saturday, April 18, 2015 10:50 AM

Euclid
 
I did not miss the part about the 40 mph speed limit applying only in High Threat Urban Areas.  Although I did wonder where those areas were, and why they are “high threat.”

 
From a DOT notice of rulemaking on HHFTs (their acronym for fireball oil trains):
 
[1] As defined in 49 CFR 1580.3 – High Threat Urban Area (HTUA) means an area comprising one or more cities and surrounding areas including a 10-mile buffer zone, as listed in appendix A to Part 1580 of the 49 CFR.
 
Generally I concluded that the report is symbolism over substance intended to convince the public that it is doing its job to address this safety issue.  It leaves me to conclude that the main thing that is protecting residents of communities along rail lines is the odds of derailments happening elsewhere.
 
In my opinion it is more an expression of the 'usual' sort of political dance that is done when there are many competing interests in a question that involves the public interest.  As you go on to note, this is far from the last piece of 'rulemaking' that will be made, and I agree that at some point we are going to see technological improvements of some kind ... what I don't think these people foresaw, however, was that even their option #1 tank car, with ECP and 9/16 wall steel and 'rollover protection', would not be proof against breach and explosion in many types of derailment.
 
 
 
I realize that there will be less destructive energy as the speed is lowered, but I don’t see how 40 mph is going to help much.  Either 40 mph or 50 mph has more than enough energy to breach many tank cars in a pileup.

 
It's a compromise, likely intended to pose minimal difficulty to already-congested areas.  I think we all agree that 20 mph is ridiculous (and even that speed isn't a 'guarantee' against explosion in an accident).  I wouldn't make fun of the government people for compromising on 40 mph to 'seem as if they're doing something about safety' -- I think it is a reasonable and prudent thing to do at the current time.  It is NOT a replacement for an effective approach to mitigating danger once a train has derailed, and isn't intended as such; it simply limits to an extent the forces imposed on the track and train in running (which might cause failures leading to derailment) and also the kinetic energy expressed in any type of crash.
 
Considering the wrecks in Casselton, Alabama, Virginia, W. Virginia, Illinois, and the two in Ontario; how fast were these trains running when they derailed?
 
I might just as well counter by noting how fast the train at Lac Megantic was running -- but that's not the issue.  If there is a 'next' fireball wreck, it might just as easily be at higher speed; we can't know.  To me it makes sense to limit potential severity in the ways that can be done practically at present, and as long as limiting speed doesn't mean having to manipulate the train or the brakes in a way that puts additional stress on the track, I think it is reasonable... for now.  Don't stop working on methods of managing derailment forces.
 
 
Considering the first sentence, could it possibly be more indecisive?
 
Preliminary investigation” of one recent derailment “indicates” that a mechanical defect “involving” a broken tank car wheel “may” have “caused” or “contributed” to the incident.
 
You are making fun of them for the wrong reason.  This is likely the same language that newspapers use when they refer to 'suspects' in crime reports.  Until the final report is is (and perhaps afterward) it won't do to discuss things that might come up in court as if they were certainties.  Didn't we have enough of that in the Lac Megantic threads?
 
In any case, broken wheels, especially those resulting from toleration of flatspotting 'sufficient to produce broken wheels', are a serious enough issue to deserve attention.  And I do not find fault with the actual things being discussed, just with the typically-government approach that more regulation and more certifications will surely prevent the problem.  When you get rid of flatspotting on the road, you'll get rid of most of the broken-wheel problems that require 'more skilled' (or whatever) inspectors.  And that is something that DOT, FRA, PHMSA et al. are not addressing yet.  Be sure you take note accordingly and address/fix the issue for them.  But calling them names is not likely to endear your unproven solutions to them...
 
 
I see this report as intended to convey a sense of ramping up concern in order to set the stage for new tank car rules that are going to surprise the stakeholders.

We'll have to disagree on this -- except I do think there are forces in government that are setting up to do more or less what you say.  Many in Congress would be delighted to exercise power in dictating to railroads what is 'necessary' to achieve 'safety' whether or not the solution is cost-effective, practicable, or even safe (let alone safer than better alternatives).  All you need to do is compare the history of mandated PTC to see how this happens.

I thought the NPRM bent over backward NOT to make it look as if more extreme "solutions" were coming, or that a camel's nose was being thrust into anyone's particular tent at present.  If the speed restriction were to 20 mph, or applied to all track mileage irrespective of popultion, I'd have been more inclined to agree, but this does look more like an attempt at common sense and practical measures to me.  But as usual with these NPRMs, YMMV.

To be honest, the only way a system like yours will ever be built is if the United States Government mandates it, tests it, and subsidizes some or all of the detail design via grants.  So I am not quite sure why you're attacking a tendency by that government to take grander or more sweeping action to fix the perceived dangers from volatile-crude trains...

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Posted by dehusman on Saturday, April 18, 2015 10:45 AM

The reaction to the DOT release is amusing.  Its like watching people who have never filled out a form 1040 try and redesign the tax code.

The HTUA's have been around since just after 9-11.  They are the standardway that the regulations identify major urban areas.  There are dozens of regulations that refer to them.

Y'all have got the detector thing exactly backwards.  If you kid has a fever they tell you to take them to the doctor if its above 102 or 103 degrees.  If they LOWER the threshold, then you take the child to the doctor when the fever is 100 or 99 degrees.  You lowered the threshold but response became more restrictive.  If they lowerthe threshold then if the detector used to fault at 100 mm then the fault will now hit at 95 mm or whatever.  The threshold is lower, but its more restrictive.

Euclid always thinks every announcment is a signal they are going to spring some secret new thing and suprise everybody.  That's not how it works.

Dave H. Painted side goes up. My website : wnbranch.com

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Posted by wanswheel on Saturday, April 18, 2015 10:07 AM
We’re a nation of motorists. 40 MPH sounds duly cautious.
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Posted by Euclid on Saturday, April 18, 2015 9:12 AM
Wizlish,
 
I did not miss the part about the 40 mph speed limit applying only in High Threat Urban Areas.  Although I did wonder where those areas were, and why they are “high threat.”  Generally I concluded that the report is symbolism over substance intended to convince the public that it is doing its job to address this safety issue.  It leaves me to conclude that the main thing that is protecting residents of communities along rail lines is the odds of derailments happening elsewhere. 
 
I realize that there will be less destructive energy as the speed is lowered, but I don’t see how 40 mph is going to help much.  Either 40 mph or 50 mph has more than enough energy to breach many tank cars in a pileup.  Considering the wrecks in Casselton, Alabama, Virginia, W. Virginia, Illinois, and the two in Ontario; how fast were these trains running when they derailed?
 
Quote action item #1 from the report:
 
1) Preliminary investigation of one recent derailment indicates that a mechanical defect involving a broken tank car wheel may have caused or contributed to the incident. The Federal Railroad Administration is therefore recommending that only the highest skilled inspectors conduct brake and mechanical inspections of trains transporting large quantities of flammable liquids, and that industry decrease the threshold for wayside detectors that measure wheel impacts, to ensure the wheel integrity of tank cars in those trains.
 
Considering the first sentence, could it possibly be more indecisive?
 
Preliminary investigation” of one recent derailment “indicates” that a mechanical defect “involving” a broken tank car wheel “may” have “caused” or “contributed” to the incident.
 
Does the industry have a range of inspectors at different skill levels?
 
I see this report as intended to convey a sense of ramping up concern in order to set the stage for new tank car rules that are going to surprise the stakeholders. 

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