Skip to main content

2020 | OriginalPaper | Buchkapitel

Performance Evaluation of Five Sediment Barriers Using a Full-Scale Testing Apparatus

verfasst von : Alan Bugg, Wesley Donald, Wesley Zech

Erschienen in: Sustainable Ecological Engineering Design

Verlag: Springer International Publishing

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Erosion and sediment controls on construction sites minimize environmental impacts from sediment-laden stormwater runoff. Sediment is contained on project sites by installing sediment barriers. However, there is little performance-based testing data for the various designs, configurations, and materials for sediment barriers. To better understand sediment barrier performance, researchers at the Auburn University-Erosion and Sediment Control Testing Facility (AU-ESCTF) developed a full-scale testing apparatus to conduct performance testing on sediment barriers. Using this apparatus, researchers have evaluated five sediment barrier options to compare performance and identify possible shortcomings using standardized full-scale testing methods. This performance testing subjected sediment barrier practices to simulated field conditions typically experienced on-site without the variability of testing in nonstandard field locations or the limitations imposed by small-scale testing. Through testing, the researchers measured sediment barrier performance in the following areas: improvement in water quality by measuring turbidity, sediment retention, and structural integrity. The sediment barriers were installed using the same tools and techniques used for construction site installation. The full-scale testing apparatus exposed the evaluated sediment barriers to water and sediment loads expected to be encountered as the result of a 2-year, 24-h storm for central Alabama. Two nonwoven, wire-backed silt fence installations were evaluated with which the standard trenched method proved to capture a greater amount of sediment compared to the sliced-method of installation, which experienced significant undermining. The best performing practice was the ALDOT Sediment Retention Barrier that captured over 90% of sediment introduced without undermining. The worst performing practice was a wheat straw wattle that undermined so significantly, it was deemed to be a failing practice, resulting in the premature stoppage of each test.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Alabama Department of Environmental Management (ADEM). (2016). National pollutant discharge elimination system permit, general permit. Montgomery, AL: Alabama Department of Environmental Management. Alabama Department of Environmental Management (ADEM). (2016). National pollutant discharge elimination system permit, general permit. Montgomery, AL: Alabama Department of Environmental Management.
Zurück zum Zitat Alabama Department of Transportation (ALDOT). (2006). Standard Drawing ESC-300-4. Montgomery, AL: Alabama Department of Transportation. Alabama Department of Transportation (ALDOT). (2006). Standard Drawing ESC-300-4. Montgomery, AL: Alabama Department of Transportation.
Zurück zum Zitat Alabama Department of Transportation (ALDOT). (2015). Standard Drawing ESC-300-5. Montgomery, AL: Alabama Department of Transportation. Alabama Department of Transportation (ALDOT). (2015). Standard Drawing ESC-300-5. Montgomery, AL: Alabama Department of Transportation.
Zurück zum Zitat Alabama Department of Transportation (ALDOT). (2016). Standard Drawing ESC-200 (Sheet 4 of 5). Montgomery, AL: Alabama Department of Transportation. Alabama Department of Transportation (ALDOT). (2016). Standard Drawing ESC-200 (Sheet 4 of 5). Montgomery, AL: Alabama Department of Transportation.
Zurück zum Zitat Alabama Soil and Water Conservation Committee (AL-SWCC). (2014). Alabama Handbook for Erosion Control, Sediment Control and Stormwater Management on Construction Sites and Urban Areas (Vol. 1). Montgomery, AL: Alabama Soil and Water Conservation Committee. Alabama Soil and Water Conservation Committee (AL-SWCC). (2014). Alabama Handbook for Erosion Control, Sediment Control and Stormwater Management on Construction Sites and Urban Areas (Vol. 1). Montgomery, AL: Alabama Soil and Water Conservation Committee.
Zurück zum Zitat ASTM International. (2011). Standard test method for determining filtering efficiency and flow rate of the filtration component for a sediment retention device. West Conshohocken, PA: ASTM D541–11. ASTM International. (2011). Standard test method for determining filtering efficiency and flow rate of the filtration component for a sediment retention device. West Conshohocken, PA: ASTM D541–11.
Zurück zum Zitat ASTM International. (2013). Standard test method for determination of sediment retention device effectiveness in sheet flow applications. ASTM D7351–13. West Conshohocken, PA: ASTM International. ASTM International. (2013). Standard test method for determination of sediment retention device effectiveness in sheet flow applications. ASTM D7351–13. West Conshohocken, PA: ASTM International.
Zurück zum Zitat Gogo-Abite, I., & Chopra, M. (2013). Performance evaluation of two silt fence geotextiles using a tilting test-bed with simulated rainfall. Geotextiles and Geomembranes, 39, 30–38.CrossRef Gogo-Abite, I., & Chopra, M. (2013). Performance evaluation of two silt fence geotextiles using a tilting test-bed with simulated rainfall. Geotextiles and Geomembranes, 39, 30–38.CrossRef
Zurück zum Zitat U.S. Congress. (1972). Clean Water Act. In Federal water pollution control Act, 33 U.S.C. §1251 et seq. Washington, DC: U.S. Congress. U.S. Congress. (1972). Clean Water Act. In Federal water pollution control Act, 33 U.S.C. §1251 et seq. Washington, DC: U.S. Congress.
Zurück zum Zitat U.S. Congress. (1987). Water Quality Act of 1987. In Public Law 100-4. Washington, DC: U.S. Congress. U.S. Congress. (1987). Water Quality Act of 1987. In Public Law 100-4. Washington, DC: U.S. Congress.
Zurück zum Zitat U.S. Environmental Protection Agency (USEPA). (2000). Water Quality Inventory. Washington, DC: U.S. Environmental Protection Agency. U.S. Environmental Protection Agency (USEPA). (2000). Water Quality Inventory. Washington, DC: U.S. Environmental Protection Agency.
Zurück zum Zitat U.S. Environmental Protection Agency (USEPA). (2018). Construction site runoff control minimum control measures. Washington DC: U.S. Environmental Protection Agency. U.S. Environmental Protection Agency (USEPA). (2018). Construction site runoff control minimum control measures. Washington DC: U.S. Environmental Protection Agency.
Zurück zum Zitat Williams, J. R., & Berndt, H. D. (1977). Sediment yield prediction based on watershed hydrology. Transactions of ASAE, 20(6), 1100–1104.CrossRef Williams, J. R., & Berndt, H. D. (1977). Sediment yield prediction based on watershed hydrology. Transactions of ASAE, 20(6), 1100–1104.CrossRef
Metadaten
Titel
Performance Evaluation of Five Sediment Barriers Using a Full-Scale Testing Apparatus
verfasst von
Alan Bugg
Wesley Donald
Wesley Zech
Copyright-Jahr
2020
DOI
https://doi.org/10.1007/978-3-030-44381-8_35