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Stormwater Infiltration Trench Sizing Calculator

Infiltration trenches capture urban stormwater runoff in aggregate stone void reservoirs and naturally infiltrate it into permeable underlying subsoil.

Design stormwater runoff retention volume to be captured and infiltrated.

Void porosity percentage of clean washed crushed stone (typically 35% to 40%).

Target depth of the aggregate storage reservoir.

Percolation or saturated hydraulic conductivity of underlying native subsoil.

Municipal regulatory limit to fully empty trench (typically 48 to 72 hours).

Calculated Result
69.4 m²

Required Trench Surface Area

Trench Footprint Area

69.4 m² (747 sq ft)

Total Trench Excavation Volume

125 m³ (163 yd³)

Calculated Drain-Down Time

28.8 hours

Max Allowable Depth (for drain-down)

3 m

Trench Length (at 1.5m width)

46.3 m

Regulatory Compliance

COMPLIANT (Empties ≤ max allowable time)

Calculation Breakdown

  1. Maximum Depth from Subsoil Percolation RateH_max = (f × t_allowable) / n = (0.025 m/hr × 48 hr) / 0.4 = 3 m
  2. Trench Surface Area RequirementArea = WQv / (H × n) = 50 m³ / (1.8 m × 0.4) = 69.4 m²
  3. Total Drain-Down Duration Checkt = (H × n) / f = (1.8 × 0.4) / 0.025 = 28.8 hours

Infiltration Trench Parameters

Interactive visualization based on your current inputs

Value
0.0316394125Area (m²)Excavation (m³)Drain Time (hr)Max Depth (m × 10)ParameterValue

What Is the Stormwater Infiltration Trench Sizing Calculator?

The Stormwater Infiltration Trench Sizing Calculator designs stone-filled subsurface infiltration reservoirs for Low Impact Development (LID) stormwater management.

How Does the Stormwater Infiltration Trench Sizing Calculator Work?

It computes aggregate void storage capacity and checks native soil percolation rates to ensure both complete storage and rapid exfiltration.

Stormwater Infiltration Trench Sizing Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

A = \frac{WQ_v}{H \cdot n}, \quad H_{max} = \frac{f \cdot t_{allowable}}{n}, \quad t = \frac{H \cdot n}{f}

Mass balance void volume storage and Darcy bottom percolation exfiltration kinetics.

How to Use the Stormwater Infiltration Trench Sizing Calculator

  1. Enter required Water Quality Volume (WQv).
  2. Input gravel void ratio (typically 40%) and proposed depth.
  3. Specify measured soil infiltration percolation rate and max allowed drain-down time.

Step-by-Step Example Calculation

50 m³ Commercial Site Runoff Trench

Input Values:

waterQualityVolumeM3:50
gravelVoidRatioPercent:40
trenchDepthM:1.8
soilInfiltrationRateMmPerHour:25
maxDrainDownTimeHours:48
Worked Steps: Requires 69.4 m² footprint area (46.3 m length at 1.5 m width) and drains fully in 28.8 hours.

Understanding Your Result

Trench Footprint Area: Surface area required for bottom percolation.

Calculated Drain-Down Time: Total hours required to empty the reservoir.

Max Allowable Depth: Deepest permissible excavation to avoid exceeding drain-down limits.

Factors That Affect the Result

  • Subsoil permeability is the primary bottleneck: soils with < 10 mm/hr percolation require larger surface areas or underdrains.

When Should You Use This Calculator?

  • Parking lot perimeter swales, residential development LID retrofits, highway median runoff capture, and groundwater recharge.

Assumptions & Limitations

  • Assumes bottom infiltration only (conservative engineering practice neglecting sidewalls) and pretreating runoff to avoid silt clogging.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard EPA and state stormwater manual BMP sizing procedure.

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