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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> |  | This article is about installations designed to capture and convey surface runoff along a vegetated channel, whilst also promoting infiltration. <br> | 
| − | For underground conveyance which promotes infiltration, see [[Exfiltration trenches]]. | + | For underground conveyance which promotes infiltration, see [[Exfiltration trenches]]. <br> | 
| − | For design recommendations on grassed channels, see [[Enhancedgrass swales]]. | + | For design recommendations on channels in which surface flow is controlled with [[check dams]], see [[Enhanced swales]]. | 
|  | + | {{TOClimit|2}} | 
|  | + | ==Overview== | 
|  | + | '''The fundamental components of a bioswale are:''' | 
|  | + | *A graded channel | 
|  | + | *[[Plant lists|Planting]] | 
|  | + | *[[Underdrain]] with clean out and inspection ports | 
|  | + | *[[Bioretention: Filter media | Filter media]], to permit infiltration into the facility (not necessarily to soils below) | 
|  | + | '''Additional components may include:''' | 
|  | + | *[[Liner|Impermeable liner]] to prevent infiltration to soils below | 
|  | + | *[[Check dams]] to facilitate short tern ponding | 
|  |  |  |  | 
| − | <p><strong>The fundamental components ofa swale are:</strong>
 | + | ==Planning considerations== | 
| − |     <ul>
 | + | Bioswales are sized as narrow linear [[bioretention cells]].  | 
| − |         <li>Graded channel</li>
 | + | [[Drainage time]] of bioswales is typically lower than other geometric configurations of similarly sized bioretention facilities, owing to the higher hydraulic radius of the sides. | 
| − |         <li>Planting</li>
 | + |   | 
| − |     </ul>
 | + | ==Design== | 
| − |     <strong>Additional components may include:</strong>
 | + | *[[Bioretention: Sizing]] | 
| − |     <ul>
 | + | ==Inlets== | 
| − |         <li>[[Filter media]]- an engineered soil mix</li>
 | + | {{:Inlets}} | 
| − |         <li>[[Underdrain]]with clean out and inspection ports</li>
 | + | ==Overflow== | 
| − |         <li>[[Liner|Impermeable membrane]]to prevent infiltration to soils below</li>
 | + | {{:Overflow}} | 
| − |         <li>[[Turf reinforcement]]to prevent scour</li>
 | + | ==Materials== | 
| − |         <li>[[Check dams]] tofacilitate short tern ponding</li>
 | + | All forms of bioretention are complex in their structure, so please follow separate links for the materials.  | 
| − |     </ul>
 | + | *[[Plants]] and [[Planting design]] | 
| − | </p>
 | + | *[[Bioretention: Filter media]] | 
|  | + | *[[Choker layer]] | 
|  | + | *[[Underdrains]] | 
|  | + |   | 
|  | + | ==Gallery== | 
|  | + | {{:Bioswales: Gallery}} | 
|  | + |   | 
|  | + | ==Planting Design Considerations== | 
|  | + | *Where possible a combination of native trees, shrubs and perennial herbs should be used in addition to grasses. | 
|  | + | *Most bioswales will be situated to receive full sun exposure. The ‘Exposure’ column in the master plant list identifies the sun exposure condition for each species. | 
|  | + | *Facilities with a deeper media bed (greater than 1 m) provide the opportunity for a wider range of plant species (including trees).  | 
|  | + | *For applications along roads and parking lots, where snow may be plowed or stored, non-woody and salt tolerant species should be chosen. | 
|  | + | *Proper spacing must be provided for aboveground and below ground utilities, and adjacent infrastructure. | 
|  | + |   | 
|  | + | ==Performance== | 
|  | + | {{:Bioswales: Performance}} |