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#REDIRECT[[Enhanced grass swales]]
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[[File:Dry enhanced swale.png|thumb|Skeleton schematic illustrating the installation of [[check dams]] with centralized, flow concentrating cutouts]]
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[[File:Wet swale.png|thumb|The check dams are spaced slightly further apart than would be recommended to maximize infiltration capacity i.e. ponding isn't quite continuous between the dams.]]
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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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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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*[[Turf| 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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===Best cross sections===
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[[File:Best X-section.png|thumb|Both sections a)triangular and, b)trapezoidal, are constrained within ratios of 8:1 H:V]]
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[[File:Sections_perimeters.png|thumb|At lowest flow rates (smallest area) the trapezoidal swale (b) has the greater wetted perimeter; at higher flow rates (greater area) the triangular geometry (a)has a larger wetted perimeter for same area. Both channels modelled using ratios shown in figure above]]
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Enhanced swales aim to both reduce the flow rate and retain a portion of the conveyed water. For these purposes the best x-section is that which maximizes the wetted perimeter for a given area.
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For a given width and depth, the difference between a triangular and trapzoidal section is small. As shown in the diagrams, under low flow conditions the trapezoidal has greater wetted perimeter, and at higher flows the triangular profile does.
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==Design==
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All 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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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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{{:Turf}}
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===Check dams===
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{{:Check dams}}
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===Modeling===
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{{:Swales: TTT}}