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| [[File: LID_WikiGuide_is_down.PNG|thumb|This rain garden in a school yard uses stone as both decorative edging and for erosion control.]] | | [[File: FILL IN |thumb|This rain garden in a school yard uses stone as both decorative edging and for erosion control.]] |
| [[File: IMAX_Stone_Inlet.jpg|thumb|This bioswale in a parking lot uses stone at the inlets and along the bottom of the swale to prevent erosion, as the sides are sloped.]] | | [[File: IMAX_Stone_Inlet.jpg|thumb|This bioswale in a parking lot uses stone at the inlets and along the bottom of the swale to prevent erosion, as the sides are sloped.]] |
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| For advice on aggregates used in [[Underdrains]], see [[Gravel]] | | For advice on aggregates used in [[Underdrains]], see [[Gravel]] |
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| Stone can serve as a low maintenance decorative feature, but it may also serve many practical functions in an LID practice. | | Stone can serve as a low maintenance decorative feature, but it may also serve practical functions in an LID practice. |
| Typical stone functions in LID and direction on selection are provided below: | | Typical stone functions in LID and direction on selection: |
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| Dissipate flow and prevent erosion at inlets and outlets | | Dissipate flow and prevent erosion at inlets and outlets |
| *Angular crushed stone, which will "knit" or lock together and be less likely to shift, is recommended, however, for aesthetic purpose smooth river run stone may be desired. | | *Angular crushed stone, which will "knit" or lock together and be less likely to shift, is recommended. However, for aesthetic purpose smooth river run stone may be desired. |
| *The stone sizing is based on flow velocities at inlets and outlets, but typically ranges between 50 mm and 250 mm. | | *Stone size is determined by flow velocities at inlets and outlets, but typically ranges between 50 mm and 250 mm. The larger the stone, |
| *The thickness of the stone bed is twice that of the largest stone diameter.
| | *Stone bed is twice as thick as the largest stone diameter. |
| *To prevent erosion of soils beneath the stone and the migration of the stone into the soil, the stone bed should be underlain by a drainage geotextile. | | *To prevent erosion of soils beneath the stone and the migration of the stone into the soil, the stone bed should be underlain by a drainage geotextile. |
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| Direct and spread flow throughout a large LID facility or to protect narrow channel sections where flow will concentrate | | Direct and spread flow throughout a large LID facility or to protect narrow channel sections where flow will concentrate |
| *While crushed stone will be less likely to shift, river run stone may be used to create a dry stream bed look. | | *While crushed stone will be less likely to shift, river-run stone may be used to create a dry-stream-bed look. |
| *The sizing of the gravel will depend on the expected velocities. | | *The sizing of the gravel will depend on the expected velocities. |
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| [[Category:Materials]] | | [[Category:Materials]] |
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| | [[Category:Landscaping]] |