Flow non-uniformity and design flows

Calculates average daily flow and design peak / minimum flows from population, specific wastewater production and non-uniformity coefficients.

Flow non-uniformity and design flows

This calculator estimates the average daily flow and design peak / minimum flows based on population, specific wastewater production and daily/hourly non-uniformity factors. Results are indicative and intended for preliminary design and mass-balance checks.

Population equivalent [–]

Average wastewater production [L/PE/day]

Share of ballast water [%]

Nerovnoměrnosti

Daily non-uniformity kd [–]

Hourly non-uniformity kh,max [–]

Hourly non-uniformity kh,min [–]

The calculation uses average values and simple non-uniformity factors. For detailed design and assessment of extreme events, use time series and a more detailed hydraulic model.

Average daily flow

Q24 average [m³/day]: –

Q24 average [L/s]: –

Maximum daily flow

Qd,max [m³/day]: –

Maximum and minimum hourly flow

Qh,max [m³/h]: –

Qh,max [L/s]: –

Qh,min [m³/h]: –

Qh,min [L/s]: –

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