Difference between revisions of "Stone"
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− | [[File: | + | [[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.]] | ||
For advice on aggregates used in [[Underdrains]], see [[Gravel]] | For advice on aggregates used in [[Underdrains]], see [[Gravel]] | ||
− | Stone can serve as a low maintenance decorative feature, but it may also serve | + | 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 | + | Typical stone functions in LID and direction on selection: |
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 | + | *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. |
− | * | + | *Stone size is determined by flow velocities at inlets and outlets, but typically ranges between 50 mm and 250 mm. The larger the stone, |
− | + | *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. | ||
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. | ||
[[Category:Materials]] | [[Category:Materials]] | ||
+ | |||
+ | [[Category:Landscaping]] |
Revision as of 18:17, 14 December 2017
For advice on aggregates used in Underdrains, see Gravel
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:
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.
- Stone size is determined by flow velocities at inlets and outlets, but typically ranges between 50 mm and 250 mm. The larger the stone,
- 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.
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.
- The sizing of the gravel will depend on the expected velocities.