Line 1: |
Line 1: |
| + | {{NoTOC}} |
| Gravel diaphragms are simply gravel filled trenches which act as inlet structures by redistributing concentrated flow to sheet flow: reducing the erosive power of the water and promoting infiltration. They also act as a pretreatment by settling out sediment particles before they reach any downstream structure or practice. | | Gravel diaphragms are simply gravel filled trenches which act as inlet structures by redistributing concentrated flow to sheet flow: reducing the erosive power of the water and promoting infiltration. They also act as a pretreatment by settling out sediment particles before they reach any downstream structure or practice. |
| | | |
Line 6: |
Line 7: |
| *[[Enhanced grass swales]] | | *[[Enhanced grass swales]] |
| *[[Vegetated filter strips]]}} | | *[[Vegetated filter strips]]}} |
− | | + | ---- |
| ===Planning considerations=== | | ===Planning considerations=== |
| *Diaphragms can be designed along curves as readily as straight lines, | | *Diaphragms can be designed along curves as readily as straight lines, |
| *As they are not a conveyance practice, they should be designed along a single contour line, promoting the level spreading function, | | *As they are not a conveyance practice, they should be designed along a single contour line, promoting the level spreading function, |
| *Flow should be directed into the device laterally, | | *Flow should be directed into the device laterally, |
− | | + | ---- |
| ===Design=== | | ===Design=== |
| *Where flow comes off an impervious surface, a drop of 75 mm or more to the surface level of the diaphragm is recommended, | | *Where flow comes off an impervious surface, a drop of 75 mm or more to the surface level of the diaphragm is recommended, |
Line 17: |
Line 18: |
| *The trench should be lined with geotextile before filling with gravel, | | *The trench should be lined with geotextile before filling with gravel, |
| *River rock or decorative aggregate may be included in a layer at the top of the gravel fill, for aesthetic value. | | *River rock or decorative aggregate may be included in a layer at the top of the gravel fill, for aesthetic value. |
− | | + | ---- |
| ===Materials=== | | ===Materials=== |
| <h4>Geotextile</h4> | | <h4>Geotextile</h4> |
− | {{:geotextiles}} | + | {{:Geotextiles}} |
| <h4>Gravel</h4> | | <h4>Gravel</h4> |
| {{:Pea gravel}} | | {{:Pea gravel}} |
− | | + | ---- |
| ===References=== | | ===References=== |
| [http://vwrrc.vt.edu/swc/april_22_2010_update/DCR_BMP_Spec_No_2_SHEET_FLOW_Final_Draft_v1-8_04132010.htm|VIRGINIA DCR STORMWATER DESIGN SPECIFICATION No. 2] | | [http://vwrrc.vt.edu/swc/april_22_2010_update/DCR_BMP_Spec_No_2_SHEET_FLOW_Final_Draft_v1-8_04132010.htm|VIRGINIA DCR STORMWATER DESIGN SPECIFICATION No. 2] |
| | | |
| {{:Feedback}} | | {{:Feedback}} |
| + | [[category: pretreatment]] |