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differences in running freight vs. passenger

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differences in running freight vs. passenger
Posted by ndbprr on Wednesday, January 8, 2014 4:03 PM
Given equal legnth freight and passenger trains is there a difference in the operating them as far as acceleration, hill climbing and descending, braking, etc.?
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Posted by tree68 on Wednesday, January 8, 2014 5:54 PM

Good train handling is always a plus, but passengers generally seem to dislike rough handling a great deal more than most freight.

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Posted by ACY Tom on Wednesday, January 8, 2014 9:06 PM
I can't give you a thorough explanation, but there is such a thing as "Freight schedule" brakes, which are used on Auto Train, but probably no other Amtrak trains. It has to do with the handling characteristics of a longer, heavier train. A locomotive engineer could give you a far better answer than I can. I'm presuming the notion of handling a passenger train more gently is taken for granted; but even so, a freight engineer who breaks a knuckle or pulls a drawhead will have some 'splainin' to do. Several years ago a rather famous N&W engineer, who was noted as an excellent modeler as well as a very good author, rode our train. He sent a letter to Mr. Claytor (President of Amtrak at the time) complimenting the crew on its excellent train handling. That's the only time I've ever heard of a passenger noticing good train handling, but they always notice when it's bad.
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Posted by dehusman on Wednesday, January 8, 2014 9:21 PM

ndbprr
Given equal legnth freight and passenger trains is there a difference in the operating them as far as acceleration, hill climbing and descending, braking, etc.?

 
Sure.  If the freight is the length of a typical passenger train the handling is simple, you just don't run it, its too short.  8-)
 
Now for REAL passenger trains and REAL freight trains, the difference is very different.  Passenger trains are shorter, lighter, have more horsepower per ton and more braking power.  They accelerate waaaay faster and they stop waaaaaay quicker.

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Posted by Paul_D_North_Jr on Wednesday, January 8, 2014 9:28 PM

Freight train may well be considerably heavier, unless it is mostly empties, as passenger equipment is generally roughly equal in weight to an empty freight car, even when fully loaded with passengers. 

Aside from that - and also a concurrent result of it, too - passenger trains are usually assigned a higher power-to-weight ratio (horsepower per trailing ton), so they will accelerate faster and climb grades faster than freight trains.  The same considerations mean that a passenger train can usually descend a grade faster than a freight without risking a runaway from brake shoe fade, etc.

Finally, most passenger train air lines are set for 105 or 110 psi, whereas the standard freight train pressure is 90 psi.*  That means the passenger train can make more of a 'reduction' = harder brake application before the reservoirs equalize with the brake pipe (see: http://www.alkrug.vcn.com/rrfacts/brakes.htm#pressurevariation ).  So, passenger trains can go somewhat faster closer right up to stops and speed restrictions, etc., thus resulting in faster over-the-road time than an equal length (and even an equal weight) freight train.   

*See: http://www.railway-technical.com/brake2.shtml - "3. Air Pressure Variations" at the bottom of the page. 

"Air Brake Pressure on Amtrak Trains Using Freight Power" at:  http://www.trainorders.com/discussion/read.php?4,2422482 

http://www.sdrm.org/history/timeline/amatic.html 

Rule 100.6 on page 6 of: http://www.blet75.org/2013-05-01_abth_updated.pdf 

- Paul North.   

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Posted by Anonymous on Wednesday, January 8, 2014 9:33 PM

There are a few differences as far as air brakes go. I'm not a locomotive engineer so these are both very simplified:

  • Passenger trains typically use an operating pressure (in the brake pipe and elsewhere) of 110 psi, while freight trains use 90 psi. That extra pressure allows an engineer to apply the brakes harder and/or more times within a certain period.
  • In addition, passenger trains have graduated braking, allowing the engineer to "ease off" the brakes to some degree. Freight equipment can only be released completely.

All bets are off when you're talking about historic equipment, whether passenger or freight. I've worked for a railroad that runs passenger trains at 70 psi with a manually-lapped brake system in the cab...

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Posted by ndbprr on Thursday, January 9, 2014 6:18 AM
So coming down a major grade like Cajon or Horseshoe curve controlling speed on a passenger train is with air or dynamics?
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Posted by dehusman on Thursday, January 9, 2014 6:50 AM

Yes.

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Posted by daveklepper on Thursday, January 9, 2014 10:08 AM

He means air AND dynamics if the locomotives are dynamic equiipped.  This is true both for freight and passengers, although my observation is that a more blended approach is used on passenger trains, while on frieght, the effort is to keep the slack (much greater on a freight, even of equal length) bunchd, using mainly the dynamic with variations contrrolled by the air brake used gently.  In addition to less slack because of tighter coupling, commuter trains often have electric apply and release (both mu electric, and push-pull diesel and electric) in addition to train-line air control, and this means that all brakes apply and release at close to the same time, where as brakes on a freigh train with power only at the head end release and apply in sequence, approximately 1040 feet/second front-to-back.

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Posted by tree68 on Thursday, January 9, 2014 10:34 AM

TrainManTy
All bets are off when you're talking about historic equipment, whether passenger or freight. I've worked for a railroad that runs passenger trains at 70 psi with a manually-lapped brake system in the cab...

Ninety pounds, but ditto on the brakes (NYC RS3)...  Manual transition, too, but that's a different thread.

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Posted by jeffhergert on Thursday, January 9, 2014 2:10 PM

Engines used by Amtrak, and maybe some of the commuter lines, have a system called, "blended brakes."  It combines dynamics and air brakes with one control.  I don't really know much more than that, except I've heard it really makes train handling easier.  Passenger equipment is generally also equipped for graduated release.  The brakes can be partially released so the engineer can reduce the amount of braking effort on the train.  Conventional freight equipment can only be fully released, no partial release.  (ECP brakes would be able to have a graduated release, but other than test trains I haven't heard of there use in the US yet.  Actually haven't really heard much about ECP braking at all lately.)

I've had Amtrak detours and company business car trains.  All have been with a freight engine (The detours because of ATC/cab signal requirement.) with the air brakes set up for freight service, even if the engines have the passenger option.  The last passenger train I had was company equipment, and we always have a officer riding in the cab, even if it's just deadheading equipment.  He told me not use dynamics, only air, and that I didn't have to "clean up" the air brake application.  (In freight service they want at least a 10 psi set, unless you will be using the brakes again real soon.  The Minimum service position on the brake valve only takes off 6 to 8 psi, usually requiring one to "clean up" by increasing the application.)  I ran them the way he wanted, fully understanding that the next officer probably would want it ran a different way.  (Interestingly, they don't assign anyone to ride with us on Amtrak detours.  I've had 3 and only once did the Amtrak engineer ride up front.  That was more to just see the scenery or maybe to give advice should he think a freight engineer needed it.  He never said anything to me so I must have been doing it OK.)

The following link is about Amtrak detours from 2010.  On the third page is a description of the first detour I ever had.  Previously, my only passenger experience had been on the B&SV at 10mph. 

 

http://cs.trains.com/trn/f/111/t/168135.aspx?sort=ASC&pi332=3

The second link is a youtube clip of one of the detours (guess who was running it) going through Grand Mound, IA.

http://www.youtube.com/watch?v=rkCHgh6pWPo

Jeff

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Posted by ndbprr on Thursday, January 9, 2014 7:49 PM
Thank you for the blended info. I had the opinion that dynamics would be too much braking on a passenger train. That supports my opinion guess.
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Posted by daveklepper on Friday, January 10, 2014 6:08 AM

It should be noted that the latest mu and electric locomotive equipment have a blend of air, dynamic, and regnerative brakiing, where braking current generated by the motors can be returned to the catenary or third rail if the load by other trains or train on the section is available and not just dissapaited in resistors.  Some of the latest electrifications even have storage substations, using batteries or flywheels.  In Europe, this is true of electric freight locomotives, not just passenger.

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Posted by cefinkjr on Tuesday, January 14, 2014 1:19 PM

Paul_D_North_Jr

Freight train may well be considerably heavier, unless it is mostly empties, as passenger equipment is generally roughly equal in weight to an empty freight car, even when fully loaded with passengers. 

- Paul North.   

I don't doubt that this is true now, but was it when most (or all) passenger cars were what we now call "heavyweight" cars?  I have always been under the impression that a heavyweight Pullman, empty or loaded, was about as heavy and offered similar rolling resistance as two or even three freight cars.

Chuck
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Posted by daveklepper on Tuesday, January 14, 2014 1:33 PM

There were 100-car freight trains during WWII.   A single loaded coal hopper can weigh more than a heavyweight Pullman.  Ditto an ore gondola.   And the N&W ran 80-car coal trains.

Not all freight cars  were 40-ton boxcars or refers. 

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Posted by BaltACD on Tuesday, January 14, 2014 4:15 PM

cefinkjr

Paul_D_North_Jr

Freight train may well be considerably heavier, unless it is mostly empties, as passenger equipment is generally roughly equal in weight to an empty freight car, even when fully loaded with passengers. 

- Paul North.   

I don't doubt that this is true now, but was it when most (or all) passenger cars were what we now call "heavyweight" cars?  I have always been under the impression that a heavyweight Pullman, empty or loaded, was about as heavy and offered similar rolling resistance as two or even three freight cars.

Back in the day -

Heavyweight passenger cars were considered to be 80 tons.
Lightweight passenger cars were considered to be 60 tons.

In the days of wood cars with steel underframes they had a lightweight of 20 tons.
All steel cars had lightweights between 25 & 30 tons.

The nominal loads for freight cars were between 50 & 70 tons + the lightweight of the car.

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Posted by daveklepper on Wednesday, January 15, 2014 6:37 AM

I think the 100-ton coal-carrying car goes back to WWII.   With the light-weight, that would be 120-130 tons.

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Posted by carnej1 on Wednesday, January 15, 2014 11:23 AM

daveklepper

I think the 100-ton coal-carrying car goes back to WWII.   With the light-weight, that would be 120-130 tons.

Dave,

 You are partially correct and partially incorrect.

There were a few major coal hauling railroads, the Norfolk & Western and the Virginian are two of them, that operated oversized 90-100 ton capacity gondolas (with 6 wheeled trucks in N&W's case) and hoppers even before the second World War but they were not the industry standard.

 I know in the 40's and 50's many coal haulers (L&N for one) used 70 ton coal cars and IINM there were still many 45 ton cars in operation.

100 ton capacity didn't become the norm until the 1960's.

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Posted by cefinkjr on Wednesday, January 15, 2014 11:51 AM

daveklepper

I think the 100-ton coal-carrying car goes back to WWII.   With the light-weight, that would be 120-130 tons.

 

From The Virginian Railway (Kalmbach 1961):

... the railway placed orders in 1916 and 1917 with [four different builders] for the four classes of G–50000–3 experimental 120–ton gondolas.

and

They weighed 82,600, 83,300, 87,800, and 73,900, respectively, and were regarded as lightweights when originally built.

 

Chuck
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Posted by daveklepper on Wednesday, January 15, 2014 3:02 PM

Good.   Excpt for the 45-ton, loaded, all are heavier than a heavyweight Pullman.

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Posted by cefinkjr on Wednesday, January 15, 2014 3:35 PM

daveklepper

Good.   Excpt for the 45-ton, loaded, all are heavier than a heavyweight Pullman.

I'm assuming you're replying to my last post, Dave.  If so:

Right but these "battleship" gondolas were way outside the norm throughout the Golden Years of heavyweight passenger cars.  They were only used, as far as I know, by VGN and N&W (or did C&O have some?).  On both the VGN and the N&W, they were only a small part of those roads' coal carrying fleet.  The vast majority were 50-ton hoppers.  The large number of 40- to 50-ton gondolas used has always surprised me, too.

Chuck
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Posted by mudchicken on Saturday, January 18, 2014 6:58 PM

Curve and grade territory in mixed traffic often require track construction that puts one mode at a disadvantage to the other, most commonly with spirals and crosslevel in curves. ATSF & DRGW used to give speed (passenger) the priority over tonnage(freight).  In some locations, curve rail had a very short life.

Three miles east of La Junta on ATSF is a curve that used to have 6 inches of crosslevel in it to maintain 70 mph train speed, Great for Amthrax, but low speed coal drags just starting out of the yard after refueling would eat the low rail alive. Flange lubricators only created more headaches (and whining trainmasters/ road foremen) for getting the train started and the ties soaked-up any excess fuel dripping from the filler neck or the sump. (instant gage problem with soft ties and rectangular spike holes)....now Amthrax slows down a tad [50 mph] and the ties and rail last longer.

Setting up the territory's track structure has an effect on operating characteristics for passenger/freight. On curves, you want the wheels contacting both rails evenly, just slightly favoring one side or the other.

 

Mudchicken Nothing is worth taking the risk of losing a life over. Come home tonight in the same condition that you left home this morning in. Safety begins with ME.... cinscocom-west
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Posted by tree68 on Saturday, January 18, 2014 7:23 PM

mudchicken
Curve and grade territory in mixed traffic often require track construction that puts one mode at a disadvantage to the other...

There are spots on our line that haven't been rebuilt yet that still have pretty impressive superelevation.  The Central used to run the line at up to 50 MPH.  While we run 40 MPH is spots, our "locals" keep it down to 25 MPH for the most part, and one section is currently at 15 MPH.  We've had trouble with our gensets on a couple of curves there if the oil wasn't right up to the full mark on the stick.

Of course, we aren't running the traffic ATSF or anyone else did/does on their mains, so that 1925 105Lb Dudley will probably last a while...

LarryWhistling
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Posted by daveklepper on Sunday, January 19, 2014 4:05 AM

Right,, but but the light weight of the 50-ton hopper was 25 ton, making 75 in total, just 5 tons short of a hecavywight Pullman.   Long passsnger train = 30 cars, all heavyweights -= 2400 tons.   Long freight = 100 cars, all loaded 50-ton hoppers = 7500 tons.   Short pasenger train = 3 cars = 240 tons.   Short freight = 10 cars = 750 tons.   Generally, freight trains are heavier than passenger.

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Posted by daveklepper on Sunday, January 19, 2014 10:17 AM

Previous post assumes all 30 car heavyweight trains were all-Pullman.   Stillwell Erie coaches weighed 44tons, NY-Westchester-and-Boston 75-foot mu cars weighted 55 tone witih their electrical equipment, and most convetional four-wheeled-truck standard coaches wieghed 55-60 tons, such as the PRR P-70.

A three car passenger train could be a total-service passenger train:  mail-baggage-express or mail-baggage-express-combine, coach, Pullman buffet-sleeper.  That is sort of the minimum total-service train. I guess one could shorten it to two cars, with all coach passengers in the combine.

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Posted by mudchicken on Sunday, January 19, 2014 1:59 PM

tree68

mudchicken
Curve and grade territory in mixed traffic often require track construction that puts one mode at a disadvantage to the other...

There are spots on our line that haven't been rebuilt yet that still have pretty impressive superelevation.  The Central used to run the line at up to 50 MPH.  While we run 40 MPH is spots, our "locals" keep it down to 25 MPH for the most part, and one section is currently at 15 MPH.  We've had trouble with our gensets on a couple of curves there if the oil wasn't right up to the full mark on the stick.

Of course, we aren't running the traffic ATSF or anyone else did/does on their mains, so that 1925 105Lb Dudley will probably last a while...

well at least it isn't the WW2 army surplus "Buffalo" that nobody had plates for.....as it is, 105# anything is oddball stuff west of the Mississippi. 

Mudchicken Nothing is worth taking the risk of losing a life over. Come home tonight in the same condition that you left home this morning in. Safety begins with ME.... cinscocom-west
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Posted by Anonymous on Sunday, January 19, 2014 2:01 PM

CoolThe big difference is freight does not complain and passengers do!!

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Posted by carnej1 on Sunday, January 19, 2014 5:53 PM

rbandr

CoolThe big difference is freight does not complain and passengers do!!

Freight may not complain but the Shippers/Receivers will!

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