GUIDEGUIDE / SPECIFICATION

How to specify a bulk material conveying system

A step-by-step guide to specifying a bulk material conveying system: material data, duty, route, conveyor type, transfer points, drives and controls — and what to put in the enquiry so the answer is useful.

Greening engineering desk9 min read
A plant read as a flow: reception, storage, conveying, transfer, feeding. Every arrow is a decision the specification has to make explicit before anyone draws steel.

Most conveying problems are specified in, not built in. A belt that spills, a screw that jams on the first wet week, an elevator that was never going to reach the design rate — these usually trace back to a duty that was written down as a single number and a material that was described as "like sand". This guide walks through what a specification has to fix, in the order that makes each decision easier than the last.

What does a conveying specification actually have to fix?

A useful specification answers seven questions. What is the material, and how does it behave? How much of it, how often, and with what peaks? Where does it come from and where must it go? Which type of equipment carries it? What happens at every point where it changes direction or equipment? How is the line driven, controlled and protected? And what must the supplier be told to answer with a real proposal rather than a guess?

  • Material — the physical properties that decide geometry, speed and wear.
  • Duty — design capacity, operating hours, peak factor, availability.
  • Route — start and end points, levels, obstructions, inclines, existing structure.
  • Type — belt, pipe, screw, airslide, bucket elevator, or a combination.
  • Transfers — chutes, skirting, sealing, access, dust handling.
  • Drives, controls, safety — power, starting, interlocks, sensors, guarding.
  • The enquiry — what to send, and what a proposal should come back with.

Step 1 — Which material properties decide the design?

Everything downstream is sized from a handful of properties, and most of them are cheap to measure compared with the cost of guessing. The dedicated note on bulk density, angle of repose and flowability explains each one; the short version is in the table below. Where a material changes between seasons, suppliers or process upsets, specify the range, not the average — a belt sized on dry density will be undersized on a wet day, and a hopper drawn for the free-flowing sample will bridge on the fines.

The properties a conveying specification needs, and what each one drives
PropertyWhat it drivesTypical way to obtain it
Bulk density (loose and packed)Belt width and speed, screw diameter, silo volume, structural loadsMeasured on a representative sample, in the state it is handled
Particle size distribution and top sizeBelt width, chute openings, idler spacing, elevator bucket choiceSieve analysis; note the largest lump and how often it occurs
Moisture and stickinessChute angles, liner choice, cleaner selection, screw or belt decisionMoisture content across seasons; a simple adhesion test
Abrasiveness and hardnessLiner materials, belt cover grade, wear allowances, maintenance intervalMineralogy, hardness scale, operating experience
Angle of repose and surcharge angleCross-section carried on a belt, stockpile geometry, chute designMeasured, not read from a general table
Flowability and cohesionHopper geometry, outlet size, feeder typeShear testing for anything that has ever bridged
TemperatureBelt cover, bearing and seal choice, structure expansion, elevator typeProcess data with upset conditions, not nominal values
Dust, toxicity, explosivityEnclosure, extraction, ATEX zoning, containment of transfersSafety data sheet plus the plant's own hazard assessment

Step 2 — How do you define the duty?

"200 t/h" is not a duty; it is one number that will be interpreted five different ways. A duty statement separates the nominal rate from the design rate, says how many hours a day the line runs, and gives the peak the equipment must survive — a truck dumping into a hopper, a silo emptying at full feeder speed, the start-up surge after a stoppage.

Nominal capacity
The rate the process needs on average, in tonnes per hour of the material as handled (wet, not dry).
Design capacity
The rate the equipment is sized for. A margin above nominal — commonly quoted in the 15–25 % range — covers surges and belt loading that is never perfectly uniform. The margin is a decision, so write it down.
Operating hours
Hours per day and days per year. They drive wear allowances, maintenance windows and the choice between one robust line and two lighter ones.
Peak and surge
The highest short-term rate, and how long it lasts. Feeders and chutes are sized for this, not for the average.
Availability
What the line must achieve, and what redundancy the plant already has. This decides whether you need a spare drive on the shelf or a spare conveyor.

Step 3 — What does the route impose?

The route is where a good specification saves the most money, because it is where the site pushes back. A conveyor that could run straight from A to B on paper rarely can on site: there is a road to cross, a building to enter, a level change that turns a belt into a belt plus an elevator, and existing steel that may or may not take the load.

  • Start and end points with levels, including the discharge height into whatever comes next.
  • Obstructions and crossings — roads, rail, pipe racks, existing conveyors, property lines.
  • Inclines — the maximum angle a belt can hold the material is set by the material, not the belt; above it the answer is a cleated belt, a pipe conveyor or an elevator.
  • Existing structure — what can be reused and what must be checked; see new conveyor on existing steel.
  • Access — for installation, for belt replacement, for cleaning under the return strand, for fire brigade lanes.
  • Environment — wind, rain, freezing, dust regulations, noise limits at the fence.
A route survey turns a line on a plan into a sequence of constraints: levels, crossings, structures, and the places where the material has to change equipment.

Step 4 — Which conveyor type fits?

With the material, duty and route fixed, the type of equipment usually picks itself; when it does not, the choice comes down to containment, incline and footprint. The comparison note — belt, pipe, screw, airslide or bucket elevator — goes through each type in detail. The short table below is the first pass.

First-pass type selection
If the duty is…First candidateBecause
Long distance, high tonnage, any materialBelt conveyorLowest energy per tonne-kilometre, widest material range
Same, but dusty, curved route or spillage-sensitivePipe conveyorClosed belt contains the material and takes horizontal and vertical curves
Short, metered, sticky or hot, low to medium rateScrew conveyorSimple, enclosed, doses well; needs care with sticky or fibrous material
Fine, dry, fluidisable powder, slight downhillAirslideNo moving parts along the run, very low energy, fully enclosed
Vertical lift in a small footprintBucket elevatorOnly type that goes straight up economically
Distribution along a row of silos or baysShuttle conveyor or belt with trippersMoves the discharge point without moving the material twice

Step 5 — Why do transfer points deserve their own design?

Every place the material leaves one piece of equipment and lands on another is a small project of its own. It is where dust is made, where spillage starts, where belts are damaged and where blockages happen. The pillar note on transfer point design covers the mechanics; for the specification the rule is to list every transfer, give it a number, and require a drawing of each one — trajectory, chute, skirting, sealing, access — before the equipment is ordered. A transfer that exists only as a circle on a flow sheet will be built as a box with a hole in it.

Step 6 — What about drives, controls and safety?

  • Drive sizing against the fully loaded, cold start — not the running load. State the starting method (direct-on-line, soft starter, variable speed) and why.
  • Speed control where the rate must follow the process, and where a slower belt simply lasts longer.
  • Protection — belt misalignment switches, pull-cord emergency stops, zero-speed and plugged-chute detection, bearing temperature on elevators. The note on safety switches and flow aids explains what each one does.
  • Interlocks — downstream equipment starts first, upstream stops first; a stopped conveyor must stop what feeds it.
  • Guarding and access to the current machinery directive and the plant's own rules; nip points, walkways, belt-change access.
  • Weighing and sampling if the process needs a rate or a mass balance — a belt scale is much easier to include now than to retrofit.

Step 7 — What goes into the enquiry?

A supplier can only answer the question that was asked. The pre-enquiry checklist lists the twelve items an engineer needs; in the context of a full system specification, the sequence looks like this.

  1. Write the material data sheet

    One page per material: the properties from Step 1, with ranges and the sample they were measured on.

  2. Write the duty statement

    Nominal, design, peak, hours, availability — and the density used to convert tonnes to cubic metres.

  3. Mark up the route

    A plan and a section with levels, crossings, structures to keep and structures to check. Photographs help more than most people expect.

  4. List every transfer

    Numbered, with what feeds it and what it feeds, the drop height and the direction change.

  5. State the constraints

    Site standards, electrical supply, control system, dust and noise limits, shutdown windows, delivery routes.

  6. Ask for what you want back

    A general arrangement, a load list for the structure, a power list, a spares proposal, and the assumptions the supplier made where your data ran out.

The mistakes that cost the most

  • Sizing on dry density and running wet material.
  • Copying a belt width from a similar plant without checking lump size and surcharge angle.
  • Specifying an incline the material cannot hold, then discovering it at commissioning.
  • Leaving transfer points as circles on the flow sheet.
  • Choosing the conveyor type before the route survey.
  • Ordering equipment before the structural check on the steel it will sit on.
  • Forgetting maintenance access — the belt has to come out one day.

When a project is still open on several of these points, a short feasibility study is usually cheaper than the first change order. Our design and engineering work starts exactly here: with the material, the duty and the site, before any equipment is chosen.

QUESTIONS WE HEAR

How much design margin should a conveyor have over the nominal rate?

There is no single figure; a margin of roughly 15–25 % above the nominal rate is commonly used to absorb surges and uneven loading, with more where the feed is intermittent (truck tipping, batch discharge). The right answer depends on how the material arrives, so state the margin and the reason in the specification.

Can I specify the conveyor type before the material has been tested?

You can shortlist, but not commit. Bulk density and top size decide belt width and speed; flowability decides whether a screw or a belt feeder will work at all. Testing a representative sample is cheap relative to the equipment and removes the biggest assumption from the proposal.

What is the difference between nominal and design capacity?

Nominal capacity is what the process needs on average; design capacity is what the equipment is sized to carry, including a margin for surges and non-uniform loading. Chutes and feeders are sized for the peak rate, which can be higher than both.

Do I need a general arrangement drawing before asking for quotes?

Not necessarily, but you need a route: a plan and a section with levels and constraints. A supplier can produce the general arrangement from that; without it, every proposal will assume a different route and the prices will not be comparable.

Who is responsible for the structure the conveyor sits on?

It must be decided in the specification. A conveyor supplier provides support reactions; the building or the existing steel has to be checked by whoever owns it. Leaving this open is one of the most common sources of late cost.