Studio Matrx Monthly · Volume 1 · Issue 2 · July 2026
Amogh N P
 In loving memory of Amogh N P — Architect · Designer · Visionary 

Interactive Calculator · 2026

Recharge Pit Size Calculator

Size a rainwater recharge pit for a roof or plot. Enter the catchment area, the design rainfall intensity and how long the pit should hold peak inflow — get the peak runoff in L/s, the required recharge volume in m³ and the pit footprint at 2 m depth.

Required recharge volume (for 15 min detention)0.00peak inflow ≈ 0.00 L/s · footprint ≈ 0.00 at 2 m deep

Required recharge volume across detention times (5 → 40 min)

1

Your catchment

Roof or paved plot area draining to the pit (plan area).

50 mm/hr

Peak short-duration rainfall the pit is designed for — use your city's IDF value (often 50–100 mm/hr).

15 min

How long the pit should temporarily hold the peak inflow while it percolates into the ground.

Peak inflow
0.00 L/s
Required volume
0.00
Footprint at 2 m deep
0.00

Required volume vs detention time

A longer detention time means a bigger pit — it stores more of the peak inflow before it soaks away.

At 50 mm/hr over 150 m² the catchment yields 2.08 L/s. Holding that for 15 min needs a pit of about 1.88 — roughly 0.94 of plan area if you dig 2 m deep.

The bars show how the required volume grows as you let the pit hold the peak for longer.

How this is calculated

  • Peak inflow = area × intensity ÷ 3600 = 150 × 50 ÷ 3600 = 2.08 L/s.
  • Required volume = peak inflow × detention × 60 ÷ 1000 = 2.08 × 15 × 60 ÷ 1000 = 1.88 m³.
  • Footprint at 2 m deep = required volume ÷ 2 = 1.88 ÷ 2 = 0.94 m².

Indicative sizing for concept planning. The real design also depends on the soil percolation rate and the water-table depth, and needs a filter media bed plus a desilting chamber — verify with a hydrogeologist and your local rainwater-harvesting rules (and NBC 2016 Part 9) before procurement.

Frequently asked questions

How does the recharge pit size calculator work?
It sizes a rainwater recharge pit from three inputs. First it finds peak inflow as catchment area times rainfall intensity divided by 3600, giving litres per second. Then it multiplies that by your detention time in minutes to get the required storage volume in cubic metres. Finally it divides the volume by an assumed 2 metre effective depth to suggest a pit footprint in square metres.
What inputs and values should I use?
Enter the catchment area in square metres — the roof or paved plan area draining to the pit. Set the design rainfall intensity to your city's short-duration IDF value, often 50 to 100 mm per hour. Set detention time to how long the pit should hold peak inflow while it soaks away, typically 10 to 20 minutes. Defaults of 150 square metres, 50 mm per hour and 15 minutes are a reasonable starting point.
How accurate is the pit size and what should I verify?
Treat the result as an indicative concept size, not a final design. It assumes a simple 2 metre deep pit and does not model your soil percolation rate, water-table depth, filter media bed or desilting chamber, all of which change the real size. Confirm the design with a hydrogeologist and your local rainwater-harvesting rules, and check NBC 2016 Part 9 before you build or procure anything.