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