Difference between revisions of "Stone"
Jump to navigation
Jump to search
Kyle menken (talk | contribs) m |
Kyle menken (talk | contribs) m |
||
Line 8: | Line 8: | ||
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 | *Angular crushed stone, which will "knit" or lock together and be less likely to shift, is recommended. However, for aesthetic purposes, 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 size is determined by flow velocities at inlets and outlets, but typically ranges between 50 mm and 250 mm. The larger the stone, | ||
*Stone | *Stone beds should be twice as thick as the largest stone's 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. | ||
Line 16: | Line 16: | ||
*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. | ||
HEY HEY HEY | |||
[[Category:Materials]] | [[Category:Materials]] | ||
[[Category:Landscaping]] | [[Category:Landscaping]] |
Revision as of 18:19, 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 purposes, 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 beds should be twice as thick as the largest stone's 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.
HEY HEY HEY