Difference between revisions of "Screening and straining devices - system and component sizing"
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| + | [[Category:Level 3 - Best management practices/Pretreatment practices/Tables]] | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Pretreatment]] | ||
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Latest revision as of 18:20, 3 August 2022
Screening and straining devices - system and component sizing
Link to this table
| Device | Land use | Downstream BMP (type) | Enhancement opportunity | Sizing calculations | Inlets | Outlets | Flow diversion structures |
|---|---|---|---|---|---|---|---|
| Rain Guardian - Bunker | Residential (recommended) | Bioretention | No | Inlet flush with street surface, see detailed schematic | See detailed schematic | ||
| Rain Guardian - Turret | Commercial and Industrial areas | Bioretention | Yes | Inlet flush with street surface, See detailed schematic [1] | See detailed schematic [2] | ||
| Rain Guardian - Foxhole | Multiple/various | Bioretention | No | See detailed schematic [3] | |||
| Riprap check dams | Multiple/various | No | NA | NA | Optional shallow pool upstream of check [4] | ||
| Wattles | Multiple/various | No | Depends on application | NA | NA | NA | |
| Hydro Screen (multiple model sizes) | Commercial, Industrial, Residential, Agricultural [5] | Yes | Depends on application | NA | NA | Depends on model, most have bypass capabilities |
This page was last edited on 3 August 2022, at 18:20.