Difference between revisions of "Permeable pavement"
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[[File:picture of porous concrete 1.jpg|thumb|300px|alt=This photo illustrates an example of pervious concrete|<font size=2>This photo illustrates an example of pervious concrete.</font size>]] | [[File:picture of porous concrete 1.jpg|thumb|300px|alt=This photo illustrates an example of pervious concrete|<font size=2>This photo illustrates an example of pervious concrete.</font size>]] | ||
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While the designs vary, all permeable pavements have a similar structure, consisting of a surface pavement layer, an underlying stone aggregate reservoir layer, optional underdrains and geotextile over uncompacted soil subgrade. | While the designs vary, all permeable pavements have a similar structure, consisting of a surface pavement layer, an underlying stone aggregate reservoir layer, optional underdrains and geotextile over uncompacted soil subgrade. | ||
| − | From a hydrologic perspective, permeable pavement is typically designed to manage rainfall landing directly on the permeable pavement surface area. | + | From a hydrologic perspective, permeable pavement is typically designed to manage rainfall landing directly on the permeable pavement surface area. While designers and regulators often discourage it, permeable pavement surface areas may accept runoff contributed by adjacent impervious areas such as driving lanes or rooftops, or from adjacent vegetated areas. Sediment in runoff from adjacent areas increases clogging of the permeable pavement, especially at the edges. This should be considered when determining the size of the contributing drainage area. Additionally, the capacity of the underlying reservoir layer will limit the size of the contributing area. |
{{alert|'''Sediment control from adjacent impervious or vegetated contributing areas is required to avoid clogging of the permeable pavement surface'''|alert-warning}} | {{alert|'''Sediment control from adjacent impervious or vegetated contributing areas is required to avoid clogging of the permeable pavement surface'''|alert-warning}} | ||
Revision as of 22:10, 18 January 2013
Permeable pavements allow stormwater runoff to filter through surface voids into an underlying stone reservoir where it is temporarily stored and/or infiltrated. The most commonly used permeable pavement surfaces are pervious concrete, porous asphalt and permeable interlocking pavers. Permeable pavements have been used for commercial and residential sites to replace traditionally impervious surfaces. These include roads, parking lots, driveways, sidewalks, plazas and patios.
While the designs vary, all permeable pavements have a similar structure, consisting of a surface pavement layer, an underlying stone aggregate reservoir layer, optional underdrains and geotextile over uncompacted soil subgrade.
From a hydrologic perspective, permeable pavement is typically designed to manage rainfall landing directly on the permeable pavement surface area. While designers and regulators often discourage it, permeable pavement surface areas may accept runoff contributed by adjacent impervious areas such as driving lanes or rooftops, or from adjacent vegetated areas. Sediment in runoff from adjacent areas increases clogging of the permeable pavement, especially at the edges. This should be considered when determining the size of the contributing drainage area. Additionally, the capacity of the underlying reservoir layer will limit the size of the contributing area.
The individual articles comprising this section on permeable pavement may be viewed as a single article.
Several fact sheets for permeable pavement provide overview information and information on design, construction and maintenance, and volume and pollutant removal.