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− | [[File:perf pipe.gif|frame|300 px|Exfiltration trench under high flow and exfiltration conditions]] | + | {{float right|[[File:perf pipe.gif|border|600 px|Exfiltration trench under high flow and exfiltration conditions]]}} |
| Exfiltration trenches are similar to [[infiltration trenches]] but differ primarily in the the manner in which stormwater is delivered to the trench.<br> | | Exfiltration trenches are similar to [[infiltration trenches]] but differ primarily in the the manner in which stormwater is delivered to the trench.<br> |
| Runoff enters infiltration trenches directly by infiltration from the surface. In exfiltration systems, surface runoff is collected by drainage [[inlets]] and delivered to the trench via subsurface perforated [[pipes]]. | | Runoff enters infiltration trenches directly by infiltration from the surface. In exfiltration systems, surface runoff is collected by drainage [[inlets]] and delivered to the trench via subsurface perforated [[pipes]]. |
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| Exfiltration systems can be thought of as linear soakaways; designed for both conveyance and [[infiltration]] of excess stormwater. | | Exfiltration systems can be thought of as linear soakaways; designed for both conveyance and [[infiltration]] of excess stormwater. |
| By attenuating runoff volume, they reduce contaminant loads delivered to downstream BMPs, end-of-pipe facilities or receiving waterbodies. | | By attenuating runoff volume, they reduce contaminant loads delivered to downstream BMPs, end-of-pipe facilities or receiving waterbodies. |
− | | + | {{textbox|Exfiltration pipe systems are an ideal technology for: |
− | They are composed of perforated pipes installed in gently sloping granular stone beds that are lined with [[geotextile]] fabric
| + | *Road retrofits where sewer lines are being replaced, |
| + | *All new road/storm sewer constructions where no constraints to infiltration exist, |
| + | *Tight urban spaces where no landscaped practices can be squeezed in, and there is a low risk tolerance for flooding.}} |
| + | '''The fundamental components of an exfiltration system are:''' |
| + | *perforated [[pipes]] connected to manholes and catchabasins, |
| + | *a gently sloping granular [[reservoir aggregate| reservoir]]. |
| + | '''An additional components is:''' |
| + | *[[Geotextile]] to prevent migration of fines into the reservoir. |
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| Exfiltration systems can be used in place of conventional storm sewer pipes, where topography, water table depth, and [[water quality]] conditions are suitable. They are suitable for treating runoff from roofs, walkways, parking lots and low to medium traffic roads, with adequate [[pretreatment]]. | | Exfiltration systems can be used in place of conventional storm sewer pipes, where topography, water table depth, and [[water quality]] conditions are suitable. They are suitable for treating runoff from roofs, walkways, parking lots and low to medium traffic roads, with adequate [[pretreatment]]. |
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| [[Perforated catchbasins]] are a design variation, where the sump is perforated to allow runoff to infiltrate into the underlying soil. | | [[Perforated catchbasins]] are a design variation, where the sump is perforated to allow runoff to infiltrate into the underlying soil. |
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| Exfiltration systems can also be referred to as perforated pipe systems, pervious pipe systems, clean water collector systems and percolation drainage systems. | | Exfiltration systems can also be referred to as perforated pipe systems, pervious pipe systems, clean water collector systems and percolation drainage systems. |
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| ==Design== | | ==Design== |
| ===Geometry and Site Layout=== | | ===Geometry and Site Layout=== |
− | Gravel beds in which exfiltration systems are installed are typically rectangular excavations with a bottom width between 0.6 and 2.4 m <ref>Greater Vancouver Regional District. 2005. Stormwater Source Control Design | + | *Gravel beds in which exfiltration systems are installed are typically rectangular excavations with a bottom width between 0.6 and 2.4 m <ref>Greater Vancouver Regional District. 2005. Stormwater Source Control Design |
| Guidelines 2005. Prepared by Lanarc Consultants Limited, Kerr Wood Leidal Associates Limited and Goya Ngan</ref>. | | Guidelines 2005. Prepared by Lanarc Consultants Limited, Kerr Wood Leidal Associates Limited and Goya Ngan</ref>. |
| + | *The gravel beds should have gentle slopes between 0.5 - 1 %. |
| + | *Calculate maximum '''[[flow through perforated pipe]]''' |
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− | The gravel beds should have gentle slopes between 0.5 - 1%.
| + | ===Drawings=== |
| + | Standard details for exfiltration trenches have been produced by City of Kitchener and City of Barrie. See [[Drawings]] |
| + | ==Gallery== |
| + | {{:Exfiltration:_Gallery}} |
| + | |
| + | ==Materials== |
| + | {{:Reservoir aggregate}} |
| + | {{:Geotextiles}} |
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| ==Performance== | | ==Performance== |
| {{:Exfiltration: Performance}} | | {{:Exfiltration: Performance}} |
| + | ===See also=== |
| + | [https://sustainabletechnologies.ca/home/urban-runoff-green-infrastructure/low-impact-development/perforated-pipe-systems/ STEP and partners research and reports on exfiltration systems] |
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| ==External resources== | | ==External resources== |
− | https://www.chijournal.org/C390 | + | *https://www.chijournal.org/C390 |
− | | + | *http://www.civil.ryerson.ca/seminar/Papers/Draft%20Design%20manual%20of%20EES%20by%20Tran%20and%20Li%207-24-2015.pdf |
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