Engineering Concepts for Bioretention Facilities - Rutgers ...

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Typical <strong>Bioretention</strong> Outlet Detail OVERFLOW WEIR ~ 1 ft. LOW-FLOW OUTLET, CAPPED BASIN BOTTOM PRECAST CONCRETE STORMWATER OUTLET STRUCTURE PERFORATED PVC UNDERDRAIN SYSTEM
Infiltration Through <strong>Bioretention</strong> Media 0 Hours (Assuming Infiltration Rate of 4.0 inch/hour) 12” ponding depth 2 Hours 4” ponding depth 4 Hours No Standing Water 20” Saturated (40% void) Fully Saturated
Page 1 and 2: Engineering Concepts for Bioretenti
Page 3 and 4: The Urban Water Cycle Figure taken
Page 5 and 6: LID Stormwater Design Figure taken
Page 7 and 8: Conventional vs. LID Conventional D
Page 9 and 10: Other Bioretention Applications For
Page 11 and 12: Treatment Processes of Bioretention
Page 13 and 14: Design of Bioretention Basins
Page 15 and 16: NJ Stormwater Management Reg’s
Page 17: NJDEP BMP Manual Design Details
Page 21 and 22: Hydrologic Design Steps 1. Site Inv
Page 23 and 24: Bioretention Basin Vegetation • S
Page 25 and 26: Maintenance Considerations • Rout
Page 27 and 28: Bioretention Basin Design Plan
Page 29 and 30: Bioretention Basin Construction
Page 39 and 40: Design of Rain Gardens
Page 41 and 42: Rain Garden Schematic
Page 43 and 44: Rain Garden Placement http://clean-
Page 45 and 46: Other Considerations Is the soil ty
Page 47 and 48: Example in Sizing Problem: How big
Page 49 and 50: Example in Sizing Drainage Area = 1
Page 51: How much water can we treat? 90% of
Page 54 and 55: Rain Gardens in NJ? • Gardens sho
Page 56: Rain Garden Plantings Blue Flag Iri
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Village School Courtyard Rain Garde
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Village School - Aerial Courtyard R
Page 79 and 80:
Village School Site
Page 81 and 82:
Village School Site
Page 86 and 87:
Educational Program
Page 88 and 89:
Educational Program
Page 93:
Questions Brian Friedlich, PE Senio
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Engineering Concepts for Bioretention Facilities - Rutgers ...

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