Detention and retention ponds, or basins, are common stormwater management methods that are used for flood control and diverting runoff.1,2 A retention (wet) basin has a permanent pool of water, while a detention (dry) basin is not always full with water.
Detention ponds hold runoff for a short period of time, typically after a rain storm, and remain dry between storms. Dry detention ponds reduce runoff velocity and allows the water to be slowly released from the basin in order to prevent flooding. However, detention ponds do not typically improve water quality as well as retention ponds.
Retention ponds maintain a pool of water and hold excess runoff following storms. These structures hold water for a longer period of time and allow finer pollutants to settle at the bottom. Wet retention ponds can naturally process water, create aquatic habitats, and be used recreationally.
How it Helps
Implementing
Cost Considerations:
When deciding to construct either a retention or detention pond as a stormwater management strategy, it is important to consider the cost. Typically, detention basins are less expensive to implement due to their smaller size.1
Design Characteristics:
Both detention and retention ponds have advantages and disadvantages related to their design. Retention ponds require a large amount of land and may negatively impact water quality if they are improperly designed.2 Additionally, detention ponds may foster mosquito breeding grounds and decrease property value.1
Maintenance:
Detention and retention basins and the surrounding vegetation should be regularly maintained to ensure that water flow does not become blocked with debris.3 The basins should also be inspected for erosion damage and sediment buildup.
Examples
1) Denmark Study on Pollutant Removal Techniques
A Danish study that analyzed pollutant removal techniques for urban and highway runoff found that wet retention ponds are among the most effective and sustainable solutions. The study analyzed suspended solids, phosphorus, and heavy-metal removal percentages.