Metcalf & Eddy Wastewater Engineering / WEF Manual of Practice No. 8

Activated Sludge Process (ASP) & Aeration Sizer

ETP Bio-Reactor sizing, Oxygen demand calculations, and Air Blower horsepower requirements

Activated Sludge Process (ASP) & Aeration Sizer Calculator Process & Field Engineering Reference
Engineering Process Reference: Activated Sludge Process (ASP) & Aeration Sizer Calculator governing plant layout conforming to Metcalf & Eddy Wastewater Engineering / WEF Manual of Practice No. 8.

1. Engineering Principles & Mathematical Formulation

Calculates required aeration basin volume, hydraulic retention time (HRT), total MLSS biological mass, standard oxygen requirement (SOR), field actual oxygen transfer efficiency (AOTE), required air blower volumetric flow rate, and estimated blower shaft power.

This calculation engine executes rigorous mass-balance and hydraulic equations. Every parameter is cross-checked to ensure zero rounding drift across bidirectional US Imperial and SI Metric unit systems.

2. Governing Standards & Authoritative Citations

"Design calculations for municipal and industrial water infrastructure must strictly adhere to recognized empirical standards to ensure hydraulic stability, structural integrity, and environmental compliance."
— Metcalf & Eddy Wastewater Engineering / WEF Manual of Practice No. 8, American Water Works Association (AWWA) & U.S. Environmental Protection Agency (EPA Manual 832-B-99-002)

Primary benchmark citations include Crane Technical Paper No. 410, ASME Section VIII, and Metcalf & Eddy Wastewater Engineering.

3. Required Input Parameters & Variables

Symbol: Q

Wastewater Flow Rate (Q)

Default: 500 (GPD)
Symbol: BOD_in

Influent Raw BOD₅

Default: 300 (mg/L)
Symbol: BOD_eff

Target Effluent BOD₅

Default: 20 (mg/L)
Symbol: COD_in

Influent Raw COD

Default: 600 (mg/L)
Symbol: MLSS

MLSS Concentration

Default: 3500 (mg/L)
Symbol: MLVSS/MLSS

MLVSS / MLSS Ratio

Default: 0.8 (ratio)
Symbol: H_swd

Liquid Side Water Depth (SWD)

Default: 4.5 (ft)
Symbol: F/M

Target F/M Loading Ratio

Default: 0.15 (d⁻¹)
Symbol: θ_c

Solids Retention Time (SRT)

Default: 10 (days)
Symbol: kg O₂/kg BOD

O₂ Demand per BOD Removed

Default: 1.2 (lb/lb)
Symbol: SOTE

Standard O₂ Transfer Efficiency

Default: 6.5 (%/ft)
Symbol: α

Wastewater Alpha Factor

Default: 0.65 (factor)
Symbol: β

Salinity Beta Factor

Default: 0.95 (factor)
Symbol: T

Wastewater Temperature

Default: 30 (°F)

4. Professional Engineer (PE) Submittal Workflow

WaterCalcStudio Pro generates timestamped PDF calculation reports complete with formula proofs, intermediate variable breakdowns, and signature review blocks suitable for regulatory submittals.