Difference between revisions of "Stone"

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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.]]


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 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:  


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.


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

File:FILL IN
This rain garden in a school yard uses stone as both decorative edging and for erosion control.
File:IMAX Stone Inlet.jpg
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

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.

A lot level bioretention cell designed to receive and detain, infiltrate and filter runoff, typically used for discharge from downspouts.

Includes the protection of soil from dislocation by water, wind or other agents.

Linear bioretention cell designed to convey, treat and attenuate stormwater runoff. The engineered filter media soil mixture and vegetation slows the runoff water to allow sedimentation, filtration through the root zone, evapotranspiration, and infiltration into the underlying native soil.

A shallow constructed channel, often grass-lined, which is used as an alternative to curb and channel, or as a pretreatment to other measures. Swales are generally characterized by a broad top width to depth ratio and gentle grades.

(1) The wearing away of the land surface by moving water, wind, ice or other geological agents, including such processes as gravitation creep; (2) Detachment and movement of soil or rock fragments by water, wind, ice or gravity (i.e. Accelerated, geological, gully, natural, rill, sheet, splash, or impact, etc).

A broad category of particulate material used in construction, including sand, gravel, crushed stone, slag, recycled concrete and geosynthetic aggregates, and available in various particulate size gradations.

Low Impact Development. A stormwater management strategy that seeks to mitigate the impacts of increased urban runoff and stormwater pollution by managing it as close to its source as possible. It comprises a set of site design approaches and small scale stormwater management practices that promote the use of natural systems for infiltration and evapotranspiration, and rainwater harvesting.

Filter fabric that is installed to separate dissimilar soils and provide runoff filtration and contaminant removal benefits while maintaining a suitable rate of flow; may be used to prevent fine-textured soil from entering a coarse granular bed, or to prevent coarse granular from being compressed into underlying finer-textured soils.

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