Calculate dry well size from runoff and soils. Compare chamber, gravel, and infiltration assumptions easily. Review storage depth, footprint, overflow, and drawdown results clearly.
Use US customary units in this version. Enter either runoff inputs or a known water volume override.
This calculator sizes the minimum plan area that can store runoff and infiltrate water within the selected drawdown period.
1) Runoff volume
Runoff volume (ft³) = Drainage area (ft²) × Rainfall depth (ft) × Runoff coefficient
2) Design volume
Design volume (ft³) = Base inflow volume × Safety factor
3) Storage volume
Storage volume (ft³) = Plan area × Storage depth × Void ratio
4) Infiltration volume during drawdown
Infiltration volume (ft³) = Infiltration rate (ft/hr) × Drawdown hours × Effective infiltration area
5) Effective infiltration area
Effective area = Bottom area + (Sidewall area × Sidewall contribution factor)
6) Sizing rule
Minimum plan area is solved when:
Storage volume + Infiltration volume ≥ Design volume
| Drainage Area (ft²) | Rainfall (in) | Runoff Coefficient | Infiltration (in/hr) | Depth (ft) | Void Ratio (%) | Safety Factor | Shape | Approx. Output |
|---|---|---|---|---|---|---|---|---|
| 1200 | 1.50 | 0.90 | 1.10 | 4.00 | 40 | 1.20 | Circular | Required area ≈ 22.96 ft², diameter ≈ 5.41 ft |
| 1800 | 2.00 | 0.95 | 0.60 | 5.00 | 40 | 1.25 | Rectangular | Larger footprint is needed because infiltration is slower |
It estimates the plan area and suggested dimensions of a dry well that can both store stormwater and infiltrate it within your chosen drawdown time.
Use it when you already know the inflow volume from a drainage study, roof capture estimate, or previous stormwater model. It replaces the area-and-rainfall runoff estimate.
Higher infiltration lets the soil absorb more water during the drawdown window. That reduces the storage footprint needed. Slow soils usually require larger dry wells.
Void ratio is the percentage of empty storage space inside gravel or chamber media. Washed stone often provides much less storage than prefabricated chamber systems.
A safety factor adds extra design volume for uncertainty in rainfall, runoff, clogging, partial sediment buildup, and real-world construction differences.
It scales how much sidewall area helps infiltration. Use lower values when sidewalls may clog, soil layering is poor, or local guidance prefers conservative sizing.
Neither is always better. Circular wells are compact. Rectangular systems can fit narrow planting strips, property setbacks, or chamber layouts more easily.
No. Use it for planning and quick design checks. Final sizing should follow local stormwater criteria, setbacks, utility clearance rules, and site-specific soil testing.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.