Conveyance and End-of-Pipe Measures for Stormwater - FCM
Conveyance and End-of-Pipe Measures for Stormwater - FCM
Conveyance and End-of-Pipe Measures for Stormwater - FCM
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Figure A–7: Pervious pipe exfiltration system<br />
Figure A–8: Pervious catch basin<br />
Figure A–9: In-Line/Off-Line Storage<br />
A.1.7 Pervious Catch Basins<br />
Reference<br />
■ United States, EPA (Environmental<br />
Protection Agency), Office <strong>of</strong> Water,<br />
1999d. “<strong>Stormwater</strong> Technology Fact<br />
Sheet: Infiltration Trenches.”<br />
. Accessed November 26,<br />
2004.<br />
A.1.8 In-Line/Off-Line Storage<br />
References<br />
■ United States, EPA (Environmental<br />
Protection Agency), 1999. “Combined<br />
Sewer Overflow Technology Fact<br />
Sheet: Retention Basins.”<br />
■ United States Department <strong>of</strong><br />
Transportation., FHWA (Federal<br />
Highway Administration), 2004.<br />
<strong>Stormwater</strong> Best Management<br />
Practices in an Ultra-Urban Setting:<br />
Selection <strong>and</strong> Monitoring.<br />
■ WPCF (Water Pollution Control<br />
Federation), 1989. Combined Sewer<br />
Overflow Pollution Abatement,<br />
Manual <strong>of</strong> Practice. No. FD–17,<br />
Alex<strong>and</strong>ria Virginia.<br />
A.1.9 Real Time Control<br />
Reference<br />
■ Schilling, W., 1996. “Potential <strong>and</strong><br />
Limitations <strong>of</strong> Real Time Control.”<br />
Harrachov, Czech Republic: NATO<br />
Advanced Study Institute:<br />
Hydroin<strong>for</strong>matics Tools <strong>for</strong> Planning,<br />
Design, Operation <strong>and</strong> Rehabilitation<br />
<strong>of</strong> Sewer Systems.<br />
<strong>Conveyance</strong> <strong>and</strong> <strong>End</strong>-<strong>of</strong>-<strong>Pipe</strong> <strong>Measures</strong> <strong>for</strong> <strong>Stormwater</strong> Control — July 2005 47<br />
A. <strong>Stormwater</strong> Best<br />
Management<br />
Practice Facilities<br />
A.1 <strong>Conveyance</strong> Control<br />
Figure A–7<br />
Pervious pipe exfiltration<br />
system<br />
Figure A–8<br />
Pervious catch basin<br />
Figure A–9<br />
In-Line/Off-Line Storage