Retention Pond Sizing Calculator

Calculate the required retention pond volume from storm depth, drainage area, and runoff coefficient. Size stormwater retention for agricultural and rural sites.

Storm Event Presets

in
acres
ft
ft
%
Runoff Depth
1.60 in
Storm 4.0 in x C-value 0.40
Runoff Volume
8.00 ac-ft
383,328 cubic feet
Total Pond Volume
8.80 ac-ft
Includes 10% sediment allowance
Volume in Gallons
2,867,489 gal
For pump and irrigation planning
Surface Area
73,471 sq ft
1.69 acres (2.81% of drainage area)
Total Depth
7.0 ft
6 ft water + 1.0 ft freeboard
Approximate Dimensions
~271 x 271 ft top, Depth: 7 ft
trapezoidal configuration
Sediment Storage
0.800 ac-ft
Plan to dredge when 50% filled

Volume Capacity Visual

Storm Runoff
8.000 ac-ft
Sediment Reserve
0.800 ac-ft

Unit Conversions

UnitRunoff OnlyWith Sediment
Acre-Feet8.008.80
Cubic Feet348,480383,328
Gallons2,606,8082,867,489
Cubic Meters9,86810,855
Liters9,867,85610,854,642

Runoff Coefficient Reference

Land CoverC-Value RangeTypical
Forest / Woodland0.10 - 0.200.15
Pasture / Grassland0.15 - 0.350.25
Cultivated Cropland0.30 - 0.550.40
Suburban Residential0.45 - 0.750.60
Impervious / Paved0.75 - 0.950.85
Planning notes, formulas, and examples

About the Retention Pond Sizing Calculator

Retention ponds (also called detention basins or stormwater ponds) store runoff from storm events to prevent downstream flooding, reduce erosion, and improve water quality. Sizing depends on the volume of runoff generated by the design storm, which is a function of rainfall depth, drainage area, and the runoff coefficient.

For agricultural settings, retention ponds may also serve as irrigation reservoirs, capturing spring runoff for summer use. In regulated areas, they must meet minimum storage requirements set by local stormwater ordinances.

This calculator estimates the required storage volume from basic watershed parameters and converts to acre-feet, cubic feet, and gallons for comparison with pond construction plans. Use this page to estimate storage needs before comparing them with planned pond dimensions or irrigation reuse goals.

When This Page Helps

Under-sized ponds overtop and fail during large storms. Over-sized ponds waste land and construction cost. This page helps tie the design storm to a target storage volume before excavation or permitting decisions are made.

How to Use the Inputs

  1. Enter the design storm rainfall depth in inches.
  2. Enter the drainage area in acres.
  3. Enter the runoff coefficient (C) for your land cover.
  4. Read the required storage volume in acre-feet and cubic feet.
  5. Compare with your pond design volume (use the Pond Storage Volume calculator).
Formula used
Runoff Volume (ac-ft) = Storm Depth (in) ร— Area (ac) ร— C / 12 Runoff Volume (cu ft) = ac-ft ร— 43,560 Runoff Volume (gal) = ac-ft ร— 325,851

Example Calculation

Result: Required Volume = 8.0 ac-ft

Volume = 4.0 ร— 60 ร— 0.40 / 12 = 8.0 ac-ft = 348,480 cu ft = 2,606,808 gallons. A pond 2 acres in surface area and 6 ft average depth provides about 8โ€“10 ac-ft of storage (accounting for side slopes).

Tips & Best Practices

  • Design storm: often 10-year or 25-year 24-hour event for agricultural ponds.
  • Runoff coefficients: cropland 0.30โ€“0.60, pasture 0.10โ€“0.40, impervious 0.90โ€“0.95.
  • Include a freeboard of 1โ€“2 ft above the design water level.
  • A principal spillway (pipe) handles normal storms; an emergency spillway handles extreme events.
  • Pond volume should exceed calculated runoff by 10โ€“20% for sediment storage.
  • Multi-purpose ponds (retention + irrigation) provide dual economic benefit.

Emergency Spillway Design

Every retention pond needs an emergency spillway to safely pass extreme storms without dam failure. The spillway is a broad, grassed channel at the dam crest. NRCS design standards (TR-60) specify spillway width and depth based on dam height and inflow. Never block or reduce the emergency spillway.

Sediment Storage

Retention ponds trap sediment from the watershed. Over time, sediment fills the lower pool, reducing storage capacity. Design includes a sediment storage pool (typically 10โ€“20% of total volume) below the normal water level. Periodic dredging restores capacity.

Water Quality Benefits

Retention ponds reduce downstream nutrient and sediment loads by settling particles and allowing biological uptake. They can remove 60โ€“80% of suspended sediment, 30โ€“50% of total phosphorus, and 20โ€“40% of total nitrogen. A well-vegetated buffer around the pond further improves water quality.

Sources & Methodology

Last updated:

Frequently Asked Questions

  • The design storm is the rainfall event the pond is sized to handle. For agricultural retention, a 10-year or 25-year 24-hour storm is typical. NOAA Atlas 14 provides rainfall depths by frequency and location.