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Sump / Ejector Basin Drawdown and Cycle Check

Drawdown volume, run and fill times, cycles per hour.

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Checked against published worked examples from: IPC 2021 Section 712 / Hydraulic Institute; ICC (IPC 2021).

Details, formula, and sources

ScopeDrawdown volume, run and fill times, cycles per hour, and a short-cycle verdict for a sump or sewage-ejector basin against its inflow and pump rate.

Formula or tablearea_ft2 = (PI/4)(basin_dia/12)^2; drawdown_gal = area_ft2 x (drawdown_in/12) x 7.48; run_time_s = drawdown_gal / (pump_gpm - inflow_gpm) x 60; fill_time_s = drawdown_gal / inflow_gpm x 60; cycles_per_hr = 3600 / (run + fill); adequate = run_time_s >= min_run_s; optional sewage discharge check against IPC Table 712.4.2 (2 in 21 gpm, 2-1/2 in 30 gpm, 3 in 46 gpm) with velocity = gpm / (448.83 x (PI/4)(d/12)^2), 448.83 = 60 x 1728/231.

Source and editionIPC 2027 Section 712 (Sumps and Ejectors) and the Hydraulic Institute pump-cycling guidance by name; first-principles basin geometry and cycle math.

Free accessIPC 2027 free read-only at codes.iccsafe.org; the 7.48 gal/ft^3 constant is public.

What governsEstimate. AHJ and licensed professional govern.

API field namesbasin_dia, drawdown_in, inflow_gpm, pump_gpm, min_run_s, drawdown_gal, run_time_s, fill_time_s, cycles_per_hr

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