| Line 1: |
Line 1: |
| − | 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]].
| |
| − | {{TOClimit|2}}
| |
| − | [[File:Dry enhanced swale.png|thumb|]]
| |
| − | [[File:Wet swale.png|thumb|]]
| |
| − | ==Overview==
| |
| − | '''The fundamental components of an enhanced grassed swale are:'''
| |
| − | *Graded channel
| |
| − | *[[Turf: List| 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==
| |
| − | ===Best cross sections===
| |
| − | [[File:Best X-section.png|thumb|Both sections a)triangular and, b)trapezoidal, are constrained within ratios of 8:1 H:V]]
| |
| − | [[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]]
| |
| − | 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.
| |
| − | 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.
| |
| − | | |
| − | ==Design==
| |
| − | All 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
| |
| − | | |
| − | ===Check dams===
| |
| − | {{:Check dams}}
| |
| − | | |
| − | | |
| − | | |
| − | | |
| − | 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.
| |
| − | |}}
| |
| − | | |
| − | ===Modeling===
| |
| − | {{:Swales: TTT}}
| |
| − | | |
| − | ===Materials===
| |
| − | {{:Turf: Roughness}}
| |
| − | {{:Turf: List}}
| |