CATENARY · BELT CONVEYOR CALCULATOR

Belt conveyor capacity calculator

Solve for capacity in t/h, the belt speed needed, or the loaded cross-section area needed.

Calculator

Example values are pre-filled. Replace them with your measured data. Inputs stay in your browser.

Result

How it works

Conveyor capacity is the volume of material passing per second multiplied by its bulk density. The volume flow is the loaded cross-section area of material on the belt times belt speed.

Choose what to solve for: capacity from a known area and speed, the speed needed for a target capacity, or the loaded area needed. The loaded area for a given belt width, trough angle and surcharge angle comes from your design standard or the belt supplier.

Formula

Q = 3600 × A × v × ρ × k
v = Q / (3600 × A × ρ × k)
A = Q / (3600 × v × ρ × k)
qG = Q / (3.6 × v)   material load per metre of belt [kg/m]
SymbolMeaningUnit
QCapacityt/h
ALoaded cross-section area of materialm²
vBelt speedm/s
ρBulk densityt/m³
kDocumented capacity reduction factor (e.g. incline), 0–1—
qGMaterial load per metre of belt (used in tension calculations)kg/m

Worked example

Inputs: Loaded area A = 0.08 m²; Belt speed v = 2 m/s; Bulk density ρ = 1.6 t/m³; Documented reduction factor k = 1 0–1.

  1. Q = 3600 × 0.08 × 2 × 1.6 × 1
  2. Q = 921.6 t/h
  3. Material load qG = 921.6 / (3.6 × 2) = 128.0 kg/m — the input for the Te & belt tensions calculator

Assumptions and limits

Screening estimate, not a design approval. Verify measured inputs, current standards, manufacturer limits and site procedures before purchasing, cutting or installation. Isolate and lock out equipment before any hands-on measurement.

Questions

How do I get the loaded area A?

From your design standard or the supplier’s tables for your belt width, idler trough angle and the material’s surcharge angle.

Is “TPH” in a US chart the same as t/h?

Usually not. US charts quote short tons (2,000 lb) per hour. 1 short ton = 0.907 t, so 1,000 TPH ≈ 907 t/h.

Why does my real conveyor carry less?

Uneven feeding, spillage, a lower actual surcharge angle and incline all reduce the real loaded area compared with the theoretical value.

Source notes

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