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Infiltration basin

From Wikipedia, the free encyclopedia
Form of engineered sump or percolation pond
Recently completed infiltration basin forstormwater collection

Aninfiltration basin (orrecharge basin) is a form of engineered sump[1] orpercolation pond[2] that is used to managestormwaterrunoff, preventflooding and downstreamerosion, and improvewater quality in an adjacentriver,stream,lake orbay. It is essentially a shallow artificial pond that is designed toinfiltrate stormwater through permeable soils into thegroundwateraquifer. Infiltration basins do not release water except by infiltration, evaporation or emergency overflow during flood conditions.[3][4][5]

It is distinguished from adetention basin, sometimes called adry pond, which is designed to discharge to a downstream water body (although it may incidentally infiltrate some of its volume to groundwater); and from aretention basin, which is designed to include a permanent pool of water.

Design considerations

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Infiltration basins must be carefully designed to infiltrate the soil on a given site at a rate that will not cause flooding. They may be less effective in areas with:

At some sites infiltration basins have worked effectively where the installation also includes an extendeddetention basin as a pretreatment stage, to remove sediment.[7] The basins may fail where they cannot be frequently maintained, and their use is discouraged in some areas of theUnited States. For example, they are not recommended for use in the U.S. state ofGeorgia, which has many areas with high clay soil content, unless soil on the particular site is modified ("engineered soil") during construction, to improve the infiltration characteristics.[8]

See also

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References

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  1. ^Fagin, Dan (2007)."Ancient, Clean, Controversial: Preserving deep reserves of water is LI's chief environmental issue"(PDF).Newsday. Melville, NY.
  2. ^"Water Portal / Rainwater Harvesting / Groundwater recharge / Infiltration ponds".
  3. ^Pekarek, Kathryn A.; et al. (2011).Stormwater Management: Terminology(PDF) (Report). University of Nebraska-Lincoln. p. 7. EC701. Extension Circular.
  4. ^New Jersey Department of Environmental Protection. Trenton, NJ."New Jersey Stormwater Best Management Practices Manual."Archived 2008-05-13 at theWayback Machine Chapter 9.5: Standard for Infiltration Basins. April 2004.
  5. ^"Ch. 5: Description and Performance of Storm Water Best Management Practices".Preliminary Data Summary of Urban Storm Water Best Management Practices (Report). Washington, D.C.: U.S. Environmental Protection Agency (EPA). August 1999. EPA-821-R-99-012.
  6. ^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.
  7. ^Clar, Michael L.; Barfield, Billy J.; O'Connor, Thomas P. (2004). "Pretreatment".Stormwater Best Management Design Guide; Volume 3: Basin Best Management Practices (Report). EPA. pp. 4–8. EPA 600/R-04/121B.
  8. ^Atlanta Regional Commission; et al. (2016). "Infiltration Practices".Georgia Stormwater Management Manual, Volume 2 - Technical Handbook (Report). pp. 247–252. Archived fromthe original on 2016-05-24. Retrieved2016-06-05.

External links

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Rivers
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Streams
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Sedimentary processes
anderosion
Fluvial landforms
Fluvial flow
Surface runoff
Floods andstormwater
Point source pollution
River measurement
and modelling
River engineering
River sports
Related
Stormwater management structures
Treatment / Containment
Flow control
Infiltration
Sources and types
Quality indicators
Treatment options
Disposal options
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