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Developing Haulage Profiles(Part of Getting the Truck Cycle Time)
©Dr. B. C. Paul 2000 revised 2008Note – The instructor prepared the basic steps and methods in these
slides from prevailing industrial practices, and widelyAvailable handbooks and manufactures recommendations. The
program includes screen shots from the FPC program developed by Caterpillar Equipment Company. Data input
Methods shown are obviously geared to that program.
Next We Check Cycle Times to Determine How Many Trucks are
Needed To date our 10 trucks is based on a
cycle time out of thin air. To make things more solid we
need to trace out the route, figure how fast the trucks can cover it
Add any fixed cycle time elements to the moving cycle
First Step to Address this is to Identify the route
Part 1 - Divide the Haulroad into segments with similar characteristics
Part 2 - Determine Peak Vehicle Speed Performance on Segments• Check for Traction Requirements
Part 3 - Adjust Peak to Average Speeds
Continued
Part 4 - Total Up Draft Cycle Time Part 5 - Check for Tire Overheating Part 6 - Calculate Draft Fleet Match Part 7 - Check for Bunching and
Adjust
Dividing Haulage Profile
Road Segments Divide When• There is a major change in grade
(slope)• There is a major change in underfoot
conditions• There is a major change in vehicle
operating considerations• Starting• Stopping• Major Turns
What is Major?
Depends in part on what you are doing• Computer Methods favor greater
detail• Hand methods favor more moderation
Good intuitive Check is whether sustained enough to change vehicle speed
Example Haulage Profile
Producing 5 million tons a year of Limestone from a Quarry
Returning Truck• 550 feet level from gyratory crusher• down 400 foot 10% ramp• 40 feet flat at an interchange• down 400 foot 10% ramp• 3900 foot level on bench to Load
Haulage Profile
Point to Note - the 3900 foot approached a load area• May need to break the final approach
for speed restriction• Could also add a more drastic
adjustment for average speed Truck Loads Loops 2900 foot level on bench
• Same point on breaking start
Rest of Profile
400 feet up 10% ramp after a hard turn
40 feet on level through interchange
400 feet up 10% ramp 550 feet level to gyratory crusher Dump into Gyratory
Lets Input that into FPC
I will pick theHaulage Road Tab
Program complainsThat I have not yetDone costs for myEquipment(Thank you but IDon’t want to doThat until later)
Input My Haul Course Identification
Real mines haveMultiple courses –Only my exampleHas just one
Give a description
Make a decision onWhether a fasterTruck can pass aSlower one.
A Passing Question
Caterpillar has done a lot of time studies
Program assigns more than possible speed characteristic to a truck• Mimics full simulation of moving
trucks• It needs to know what to do if a truck
catches up
This is the Screen Where I Have to Tell the Program
About My MaterialsOf course I have beenChecking trucks andGuessing aboutMatches all along butThe program needsTo be able to checkAs it calculatesproduction
I can type in my densities or click select materialAnd use Cat’s built in materials table.
Now All I Need is to Fill In My Tonnage
Note that this featureWould let me mineDifferent parts ofMy total material fromDifferent benchesAccessed byDifferent haul routes.
Now I’m Ready for My Haulage Route
I need to decideWhether to do aLoaded haul orEmpty return first
In my description IStarted with an emptyReturn so I will doThat here as well.
Type in the Rest of the Empty Return Haulage Profile
Now click radioButton to start inputOf loaded haul
Note that if I need toInsert a segment IMissed or delete oneI put in by mistakeThat I have buttonsFor that purpose.
The Mirror Option
Sometimes haul andReturn are overSame roads inOpposite directions.I can instantly inputAn opposite returnRoute with the mirrorOption.