Transfer Station Throughput and Trailer Loadout

Sizes unloading positions from the peak hour rather than the daily average, the trailer fleet from the round trip.

Run the calculator

Example

You enter

You get

No published worked example is on file for this calculation. It is checked against a hand-worked derivation of its method and an independent reference test.

Details, formula, and sources

ScopeSizes unloading positions from the peak hour rather than the daily average, the trailer fleet from the round trip, and the tipping floor from how long the trailers can be late. The worked station needs 2 positions against 1 on the average, 12 trailers, and 8,100 sq ft to absorb a 2 hour delay.

Formula or tablepeak hour tonnage = daily tonnage x the peak share; unloading positions = peak arrivals x floor time; trailer loads = tonnage / payload rounded up; fleet = loads / (operating hours / round trip); surge floor = delayed tonnage / loose density / pile depth x a manoeuvring factor.

Source and editionQueueing and volumetric arithmetic. The facility's own scale records, its permit's throughput limit, and the traffic study govern.

Free accessPublic arithmetic; the arrival profile is the facility's own data.

What governsEstimate. AHJ and licensed professional govern.

API field namesdaily_tons, operating_hours, peak_hour_share_pct, collection_payload_tons, floor_time_min, trailer_payload_tons, trailer_round_trip_hr, loose_density_lb_per_cy, pile_depth_ft, manoeuvring_factor, loadout_delay_hr, peak_hour_tons, peak_arrivals_per_hour, unloading_positions, average_positions, trailer_loads_per_day, loads_per_trailer, trailer_fleet, surge_tons, surge_cy, surge_floor_sqft

Related tools