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Retention basin

From Wikipedia, the free encyclopedia
Artificial pond for stormwater runoff
Not to be confused withNuclear retention basin.
Trounce Pond, a retention basin landscaped with natural grassland plants, in Saskatoon, Saskatchewan, Canada
The Corporate Park retention basin in Stafford, Texas, United States
A Retention pond guarded by concrete wall and surrounded by Taro plants in an Semi-urban indian Town
Retention basin in Pinnau, Schleswig-Holstein, Germany

Aretention basin, sometimes called aretention pond,wetdetention basin, orstorm water management pond (SWMP), is an artificial pond withvegetation around the perimeter and a permanent pool of water in its design.[1][2][3] It is used to managestormwater runoff, forprotection against flooding, forerosion control, and to serve as an artificialwetland and improve thewater quality in adjacent bodies of water.

It is distinguished from adetention basin, sometimes called a "dry pond", which temporarily stores water after a storm, but eventually empties out at a controlled rate to a downstream water body. It also differs from aninfiltration basin which is designed to direct stormwater togroundwater through permeable soils.

Wet ponds are frequently used for water quality improvement,groundwater recharge, flood protection, aesthetic improvement, or any combination of these. Sometimes they act as a replacement for the natural absorption of a forest or other natural process that was lost when an area is developed. As such, these structures are designed to blend into neighborhoods and viewed as an amenity.[4]

In urban areas,impervious surfaces (roofs, roads) reduce the time spent by rainfall before entering into the stormwater drainage system. If left unchecked, this will cause widespread flooding downstream. The function of a stormwater pond is to contain this surge and release it slowly. This slow release mitigates the size and intensity of storm-induced flooding on downstream receiving waters. Stormwater ponds also collect suspended sediments, which are often found in high concentrations in stormwater water due to upstream construction and sand applications to roadways.

Design features

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Storm water is typically channeled to a retention basin through a system of street and/orparking lotstorm drains, and a network of drain channels or underground pipes. The basins are designed to allow relatively large flows of water to enter, but discharges to receiving waters are limited by outlet structures that function only during very large storm events.

Retention ponds are often landscaped with a variety ofgrasses,shrubs, and/oraquatic plants to provide bank stability and aesthetic benefits. Vegetation also provides water quality benefits by removing soluble nutrients through uptake.[5] In some areas the ponds can attract nuisance types of wildlife like ducks orCanada geese, particularly where there is minimal landscaping and grasses are mowed. This reduces the ability offoxes,coyotes, and otherpredators to approach their prey unseen. Such predators tend to hide in the cattails and other tall, thick grass surrounding natural water features.

Proper depth of retention ponds is important for removal of pollutants and maintenance of fish populations.Urban fishing continues to be one of the fastest growing fishing segments as new suburban neighborhoods are built around these aquatic areas.[citation needed]

See also

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References

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  1. ^Water Environment Federation, Alexandria, VA; andAmerican Society of Civil Engineers, Reston, VA."Urban Runoff Quality Management." WEF Manual of Practice No. 23; ASCE Manual and Report on Engineering Practice No. 87. 1998.ISBN 1-57278-039-8. Chapter 5.
  2. ^U.S. Environmental Protection Agency. Washington, D.C."Preliminary Data Summary of Urban Storm Water Best Management Practices." Chapter 5. August 1999. Document No. EPA-821-R-99-012.
  3. ^University of Florida Institute of Food and Agricultural Sciences. "If you build it they will come: Frogs flourish in humanmade ponds." ScienceDaily. ScienceDaily, 27 August 2015. <www.sciencedaily.com/releases/2015/08/150827154644.htm>.
  4. ^Mississippi State University. College of Engineering.Stormwater Retention Basins. Chapter 4, Best Management Practices.Archived 2008-04-24 at theWayback Machine
  5. ^Urban Drainage & Flood Control District, Denver, CO.Urban Storm Drainage Criteria Manual. Volume 3, Structural BMPs.Archived 2009-07-31 at theWayback Machine

External links

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