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Retention Basin Drawdown Time Calculator

Stormwater retention and detention ponds capture peak rainfall runoff and release it slowly through bottom orifices to settle pollutants.

Maximum depth of water column above center of orifice invert.

Mean horizontal water surface area during drawdown.

Low-flow control orifice diameter in the outlet riser structure.

Fraction of total volume to drain (0.95 = 95% drawdown).

Typical sharp-crested orifice coefficient is 0.60 to 0.62.

Calculated Result
36.2 hrs

Retention Pond Drawdown Time

Total Drawdown Time

36.2 hours (1.51 days)

Peak Initial Outflow Rate

57.5 L/s (2.03 CFS)

Regulatory Stormwater Guideline

COMPLIANT: Optimal 24–72 hour drawdown window (allows settling of sediments without breeding mosquitoes)

Orifice Diameter

150 mm

Pond Surface Area

2,500 m²

Calculation Breakdown

  1. Orifice Discharge AreaA_orifice = π × (0.15 m)² / 4 = 0.0177 m²
  2. Torricelli Falling Head Integralt = [2 × 2500 × (√1.5 - √0)] / [0.6 × 0.0177 × √(2 × 9.81)] = 130320 s (36.2 hrs)

Drawdown Time vs. Orifice Size

Interactive visualization based on your current inputs

Hours
0.015294459100 mm150 mm200 mm250 mmOrifice DiameterDrawdown Time (hrs)

What Is the Retention Basin Drawdown Time Calculator?

The Retention Basin Drawdown Time Calculator determines the emptying time of stormwater retention and detention basins via bottom control orifices.

How Does the Retention Basin Drawdown Time Calculator Work?

Integrates the Torricelli orifice discharge equation over a variable falling water surface level.

Retention Basin Drawdown Time Calculator Formula & Variables

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

t_{drain} = \frac{2 A_{pond}}{C_d A_o \sqrt{2 g}} \left( \sqrt{h_0} - \sqrt{h_f} \right)

Integrates Torricelli orifice discharge over a falling pond water elevation.

How to Use the Retention Basin Drawdown Time Calculator

  1. Input initial water depth and mean pond water surface area.
  2. Enter control orifice diameter and target drawdown percentage.
  3. Review total emptying hours and initial peak flow rate.

Step-by-Step Example Calculation

Subdivision Stormwater Detention Basin

Input Values:

permanentPoolDepthM:1.5
topSurfaceAreaM2:2500
orificeDiameterMm:150
drawdownTargetFraction:0.95
orificeDischargeCoefficient:0.62
Worked Steps: Drawdown takes 26.2 hours, perfectly matching the municipal 24-48 hr water quality requirement.

Understanding Your Result

Total Drawdown Time: Duration required to drain the water quality volume.

Peak Initial Flow: Maximum discharge when the pond is full.

Average Flow Rate: Mean discharge over the drainage cycle.

Factors That Affect the Result

  • Orifice area scales with diameter squared (d²); doubling orifice size cuts drawdown time by a factor of 4.

When Should You Use This Calculator?

  • Stormwater management compliance, EPA NPDES Phase II permits, and flood retention basin design.

Assumptions & Limitations

  • Assumes zero continuous baseflow inflow during the post-storm drawdown period.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard falling-head orifice integration.

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