Part of the Science & Chemistry suite · 80 calculators

Detention Time Calculator

How long water stays in a tank — hydraulic retention time — from the tank volume and the flow through it.

Detention time is volume divided by flow rate.

m³
Results update as you type
Results
Detention time
48 hours
In days—
In minutes—
Flow in m³ per day—
Turnovers per day—
Volume for a one-day retention (m³)—
Typical use at this retention—
Reviewed September 2026. Chemistry is the same in every country: SI and laboratory units throughout. Maintained by Adam Formosa.
No account required · Google Analytics off unless allowedCalculator arithmetic runs in your browserResults update as you type
All calculations run 100% in your browser. The calculator code does not submit your figures to GlobalCalc to obtain a result.
About detention time

How the detention time calculator works

Detention time is volume divided by flow rate. A 100 m³ tank fed at 50 m³ per day has a two-day retention time.

It is the master variable in water and wastewater treatment: it sets how long a disinfectant has to act, how long particles have to settle, and how long micro-organisms have to work. Too short and the process fails; too long and the tank is wasted capital.

Formula: HRT = volume / flow rate

Worked examples

InputsDetention timeNote
100 m³ at 50 m³/day48 hours48 hours
A chlorine contact tank2 hours2 hours
A small flow13.8889 hours9.6 hours

Frequently asked questions

What is hydraulic retention time?

The average time water spends in a tank — volume divided by flow rate.

Why does it matter in water treatment?

It sets how long each process has to work. Chlorine contact needs a minimum; settling needs enough for particles to fall; biological treatment needs enough for the organisms.

Is every drop there for that long?

No — that is the average. Real tanks have short-circuiting and dead zones, so some water leaves far sooner. Baffles exist to reduce that.

What is the difference from sludge retention time?

HRT tracks the water; SRT tracks the solids, which are often deliberately held far longer by recycling. In activated sludge the two are decoupled on purpose.

How do I increase it?

A bigger tank or a lower flow. Since flow is usually fixed by demand, capacity is what gets designed.

Where these figures come from

Last checked: September 2026. Atomic masses are the IUPAC conventional values; constants are CODATA 2018; equations are the standard textbook forms.