Difference between revisions of "Enhanced grass swales"

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This article is about installations designed to capture and convey surface runoff along a vegetated channel, whilst also promoting infiltration. <br>
#REDIRECT [[Enhanced swales]]
For underground conveyance which promotes infiltration, see [[Exfiltration trenches]].<br>
For conveyance along planted channels, on both surface and underground, see [[Bioswales]].
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==Overview==
'''The fundamental components of an enhanced grassed swale are:'''
*Graded channel
*[[Grasses| Resilient turf grass]]
*[[Check dams]], to facilitate short term ponding
'''Additional components may include:'''
*[[Absorbent landscapes| Amended soil]], to increase infiltration to soils below
*[[Liner|Impermeable membrane]], to prevent infiltration to soils below
*[[Turf reinforcement]], to prevent scour
 
==Planning considerations==
 
===Check dams===
{{:Check dams}}
 
==Design==
Swales should be designed to meet the following criteria:
*Minimum residence time of 5 minutes.
*Maximum flow velocity 0.3 m/s
*Bottom width between 0.6 - 2.4 m
*Minimum length 30 m
{|class="wikitable"
|+ Slope variations
|-
|< 2 %||Use underdrain to distribute water for infiltration
|-
|2 - 5 %||Design swale for surface flow, consider check dams
|-
||5 %||Check dams required to reduce effective slope to 2 – 3 %
|}
Maximum depth of flow
{{plainlist|
*50% height of grass for regularly mown swales, to maximum of 75 mm.
*33% height of vegetation for infrequently mown swales.
|}}
 
<h3>Modeling</h3>
{{:Swales: TTT}}
 
<h3>Materials</h3>

Latest revision as of 14:23, 12 March 2018

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