Underground Auxiliary Ventilation

How much air a development heading needs, what it costs in pressure to push that down a duct, and what the fan burns in electricity to do it.
Auxiliary ventilation of a single dead-end heading only: one fan, one duct, one face. It is not a mine ventilation network model, it does not balance a circuit or solve for splits, it is not a heat or refrigeration calculation, and it is not a gas monitoring plan. Statutory airflow is set by your regulator and your ventilation officer, not by this page.

A ventilation duct running down an underground development heading toward the face

Step 1: The heading

The opening sets the velocity you can get away with.

Step 2: What has to be diluted

Diesel almost always sets the number. Velocity limits then check it.

Step 3: The duct

Diameter is the whole game. Resistance goes as area cubed.

Step 4: Running it

Air power goes as the cube of airflow. Doubling the air costs eight times.

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airflow the fan must move
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fan pressure
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electricity per month
StepValueWhere it comes from

The heading and the duct

Where the pressure goes

Friction factors, by what the air is running through
Type of airway or ductingFriction factor k, kg/m³
Ventilation ducting
Collapsible fabric ducting (forcing systems only)0.0037
Flexible ducting with fully stretched spiral reinforcement0.011
Fiberglass0.0024
Spiral-wound galvanized steel0.0021
Rectangular airways
Smooth concrete lined0.004
Shotcrete0.0055
Unlined with minor irregularities only0.009
Girders on masonry or concrete walls0.0095
Unlined, typical conditions, no major irregularities0.012
Unlined, irregular sides0.014
Unlined, rough or irregular conditions0.016
Girders on side props0.019
Drift with rough sides, stepped floor, handrails0.04
Steel arched airways
Smooth concrete all round0.004
Bricked between arches all round0.006
Concrete slabs or timber lagging between flanges all round0.0075
Slabs or timber lagging between flanges to spring0.009
Lagged behind arches0.012
Arches poorly aligned, rough conditions0.016
Shafts
Smooth lined, unobstructed0.003
Brick lined, unobstructed0.004
Concrete lined, rope guides, pipe fittings0.0065
Brick lined, rope guides, pipe fittings0.0075
Unlined, well-trimmed surface0.01
Unlined, major irregularities removed0.012
Unlined, mesh bolted0.014
Brick lined, two side buntons0.018
Two side buntons each with a tie girder0.022
Longwall face
Good conditions, smooth wall0.035
Typical conditions, coal on conveyor0.05
Rough conditions, uneven faceline0.065

SME Mining Engineering Handbook, Table 15.3-1, p. 1579, from McPherson 1993, referred to an air density of 1.2 kg/m³. Only the ventilation ducting rows drive this page; the airway rows are shown because an auxiliary duct discharges into an airway and it is worth seeing what the same air costs in each.

This table came back flagged as “rows 37 vs claimed 32”. Rendering p. 1579 and counting settles it: 32 data rows plus five section headings is 37, and all 37 were transcribed. The count was the model disagreeing with itself, not a row going missing.

What a bend costs in straight duct
Source of lossEquivalent length, mft
Entrance loss10.735
Exit loss30.5100
Bend (generic), 90°10.735
Bend (generic), 60°7.524.5
Bend (generic), 45°5.317.5
Coupling, spiral-reinforced duct2.48
Lay-flat tubing, coupling26
Lay-flat tubing, 90° bend46150

SME Mining Reference Handbook, 2nd ed., equivalent lengths for vent pipe and tubing, p. 362. Published in both meters and feet, and the two agree across every row, which is a check a transcription cannot pass by accident.

The printed note on entrance and exit is load-bearing and is a question this page asks you rather than assuming: they are counted only if the fan is not located at the point of loss. Values given as a multiple of D scale with your duct diameter, and the sharp against smooth distinction is the bend centerline radius: 0.75D is sharp, 1.25D is smooth.

Velocity and dilution limits
AreaMaximum velocity, m/s
Working faces4
Conveyor drifts5
Main haulage routes6
Smooth-lined airways8
Heating shafts10
Ventilation shafts20
Commonly applied minimum0.3

SME Mining Engineering Handbook, Table 15.3-2, p. 1590. The same page gives a commonly applied minimum of 0.3 m/s after McPherson 1993, and both ends are checked here.

LocationDiesel airflow requirementComments
Western Australia0.05 m³/s per kW
Queensland, AustraliaNoneNone. Was 0.04 m³/s per kW
Ontario, Canada0.06 m³/s per kW
Manitoba, Canada0.92 m³/s per kWUses 100/75/50 rule
United KingdomNoneNone
United States0.032 m³/s per kW0.032 to 0.094 m³/s per kW; typically design to 0.08
Chile0.063 m³/s per kW
South AfricaNoneNone. Exhaust/overlap system required for firing anytime; typically design to 0.06
Indonesia0.067 m³/s per kW

SME Mining Engineering Handbook, Table 15.3-3, p. 1590, after Brake and Nixon 2008. These are regulatory numbers, not physics, which is why they differ so much between jurisdictions and why some publish none at all.

Manitoba is quoted on a different basis and this page will not let you use it as a simple multiplier. Its 0.92 m³/s per kW is more than ten times every other jurisdiction on the list, and the printed comment says why: it “uses 100/75/50 rule”, which apportions the rated power of multiple machines rather than summing it. The number is faithfully what the page prints. It is not comparable to the others.

What this tool does not know. It ventilates one dead-end heading with one fan and one duct. It does not model the mine network the fan draws from, and a fan that cannot get air at the portal will not deliver it at the face whatever this page says. The source lists what gets missed and most of it is outside these fields: leakage in the workings as well as the duct, anti-recirculation bypass flows, diesel equipment mobility between headings, ramps and fixed plant on the same split, and increased mine resistance as the mine grows. It does not calculate re-entry time after firing, which depends on the fume make of your explosive. It does no heat, humidity or refrigeration, and it does not size for gas make in a gassy mine, where the release rate governs and not the diesel. Every published value has been checked against the printed page.

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Worked example

Worked with the values this page loads with, so the method can be checked against the cited source without entering anything. Change any input above and the calculator recomputes; the numbers below stay as a fixed reference case.

Heading cross-section22.5 m²width × height
Diesel in the heading150.0 kWyour input
Dilution basis0.08 m³/s per kWUnited States, the design figure the page names, Table 15.3-3 p. 1590
Airflow for diesel dilution12.00 m³/srate × kW
Airflow for the 0.3 m/s minimum6.75 m³/s0.3 m/s × heading area, McPherson 1993, p. 1590
= airflow needed at the face12.00 m³/sthe larger of the two
÷ (1 − 20% leakage)15.00 m³/syour input; the handbook publishes none
Duct diameter1000 mmyour input
Duct area0.785 m²π d² ÷ 4
Duct perimeter3.14 mπ d
Friction factor k0.0037Collapsible fabric ducting (forcing systems only), Table 15.3-1 p. 1579
Straight duct length300 myour input
+ entrance loss11 mequivalent lengths p. 362
+ exit loss31 mequivalent lengths p. 362
+ 2 × 90° bend21 m10.7 m each, equivalent lengths p. 362
+ 0 × 45° bend0 m5.3 m each, 50% of a 90°, equivalent lengths p. 362
= effective length363 mstraight + every shock loss as equivalent duct
Resistance R8.6998 N·s²/m⁸R = k L per ÷ A³, p. 1579
= fan pressure1957 Pap = R Q², the square law, p. 1579
of which straight duct1620 Pathe 300 m of real duct
of which bends and ends338 Pathe 63 m of equivalent duct
Air velocity in the duct19.10 m/sfan airflow ÷ duct area
Air velocity across the heading0.53 m/sface airflow ÷ heading area; 4 m/s max at working faces, Table 15.3-2 p. 1590
= air power29.4 kWp × Q, p. 1579
÷ 65% fan and drive efficiency45.2 kWyour input
= electricity per month$461424 h/day × 30.4 days × $0.14/kWh

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