Biological process calculator

Nitrification Kinetics & Cold-Weather Minimum-SRT Calculator

Estimate temperature-corrected nitrifier growth and decay, theoretical minimum SRT, selected-SRT margin, ammonia loading, oxygen demand, and alkalinity consumption at the governing low wastewater temperature.

Preliminary nitrifier-retention check only. All kinetic inputs are editable and must be confirmed with site data or a calibrated process model. This calculation does not predict permit compliance, nitrite accumulation, inhibition, pH effects, solids separation, or microbial adaptation.

Process and kinetic inputs

Use the coldest governing wastewater temperature and site-specific kinetic data where available.

m³/d
m³; volume receiving nitrification. Preferred source: MBR Quick Sizing Calculator or Aeration System & Basin Zoning Calculator (aerobic/nitrifying volume).
mg/L as NH₄-N
mg/L as NH₄-N; substrate screen input
°C; governing seasonal design value
mg/L O₂; average screening input
days; preferred source: Solids Balance & SRT Calculator or MBR Quick Sizing Calculator (calculated/design operating SRT).
minimum design SRT × multiplier
d⁻¹; editable ASM1-style starting value
d⁻¹; editable starting value
used in μmax,T = μmax,20 × θμ^(T−20)
used in bT = b20 × θb^(T−20)
mg N/L
mg O₂/L
Dimensionless user adjustment for unmodelled pH, inhibition, calibration, or other site effects. It is not a calculated pH-inhibition factor.

Cold-weather SRT results

Minimum SRT is a theoretical kinetic threshold; the safety multiplier creates the displayed design comparison.

Ammonia-N removal
34.00kg N/d
35.0 − 1.0 mg N/L at 1,000 m³/d
Volumetric ammonia loading
0.068kg N/m³·d
34.00 kg N/d ÷ 500 m³
μmax at 12 °C
0.287d⁻¹
0.50 × 1.072^(12−20)
Decay at 12 °C
0.040d⁻¹
0.05 × 1.029^(12−20)
Gross nitrifier growth
0.113d⁻¹
μmax,T × fNH × fDO × site factor
Net nitrifier growth
0.074d⁻¹
Gross growth − decay
Theoretical minimum SRT
13.6days
1 ÷ net growth
Design minimum SRT
20.4days
Theoretical minimum × 1.50
Selected-SRT margin
0.74ratio
15.0 d ÷ 20.4 d design minimum
SRT shortfall
5.4days
Design minimum − selected SRT
Nitrification oxygen
155.38kg O₂/d
34.00 kg N/d × 4.57
Alkalinity consumption
242.76kg as CaCO₃/d
34.00 kg N/d × 7.14
Selected SRT is below the default modelled design minimum. The default low-temperature kinetic assumptions produce a margin of 0.74. Confirm with site data and consider the practical SRT, temperature, DO, pH, alkalinity, inhibition, and solids-separation constraints before changing operation or design.

Governing kinetic relationships

The calculator uses an explicit, simplified Monod-style autotroph-growth relationship. The functional form reflects aerobic autotroph growth in ASM1, while the user controls every kinetic and correction assumption.[1]

μmax,T = μmax,20 × θμ(T − 20)   and   bT = b20 × θb(T − 20)

fNH = SNH ÷ (KNH + SNH)   and   fDO = DO ÷ (KDO + DO)

μgross = μmax,T × fNH × fDO × site adjustment factor

μnet = μgross − bT   →   Theoretical minimum SRT = 1 ÷ μnet

Design minimum SRT = theoretical minimum SRT × selected safety multiplier

How to read fNH, fDO, μmax, and decay

These terms describe how favourable the entered conditions are for nitrifier growth. They are not removal efficiencies and do not multiply the ammonia load directly. They reduce the maximum possible nitrifier growth rate to reflect residual ammonia, available dissolved oxygen, and wastewater temperature.

TermDefinitionDefault-case interpretation
fNHAmmonia limitation factor: SNH ÷ (KNH + SNH).1.00 ÷ (1.00 + 1.00) = 0.500. At 1 mg/L target residual ammonia-N and KNH of 1 mg N/L, the simplified substrate term allows 50% of the maximum growth rate.
fDODissolved-oxygen limitation factor: DO ÷ (KDO + DO).2.00 ÷ (0.40 + 2.00) = 0.833. At 2.0 mg/L DO and KDO of 0.40 mg O₂/L, oxygen allows about 83.3% of maximum growth.
μmax,TTemperature-corrected maximum specific growth rate: μmax,20 × θμ^(T − 20).0.50 × 1.072^(12 − 20) = 0.287 d⁻¹. The entered 20 °C maximum growth rate falls from 0.50 d⁻¹ to 0.287 d⁻¹ at 12 °C.
bTTemperature-corrected endogenous decay rate: b20 × θb^(T − 20).0.05 × 1.029^(12 − 20) = 0.040 d⁻¹. Biomass decay also slows in cold water, but less sharply than growth under the selected temperature factors.

Default-case calculation path

Gross growth = 0.287 × 0.500 × 0.833 × 0.95 = 0.113 d⁻¹

Net growth = 0.113 − 0.040 = 0.074 d⁻¹   →   theoretical minimum SRT = 1 ÷ 0.074 ≈ 13.6 days

The fNH term uses the entered target/residual ammonia-N, not influent ammonia-N. As the required residual ammonia becomes lower, the substrate term becomes more restrictive and the calculated minimum SRT increases. This is a useful conservative kinetic screen; the entered growth, decay, half-saturation, temperature, and site-adjustment inputs should be calibrated to plant data where possible.

Interpretation

A positive net growth rate indicates that the selected kinetic assumptions allow theoretical nitrifier retention. A selected-SRT margin below 1.00 means the entered operating SRT is below the selected safety-adjusted threshold; it is not, by itself, a compliance prediction. EPA nutrient-control guidance identifies temperature, oxygen transfer, and solids retention as key nitrification design considerations.[2][3]

Related hand-offs

The calculator stores the current selected-SRT, calculated design minimum SRT, ammonia removal load, oxygen demand, and alkalinity consumption in this browser session for later integration with the Nitrogen Removal and MBR Energy & Operating Cost calculators.