Surface sedimentation at permeable pavement systems: implications for planning and design

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Standard

Surface sedimentation at permeable pavement systems : implications for planning and design. / Støvring, Jan; Dam, Torben; Jensen, Marina Bergen.

I: Urban Water Journal, Bind 15, Nr. 2, 2018, s. 124-131.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningfagfællebedømt

Harvard

Støvring, J, Dam, T & Jensen, MB 2018, 'Surface sedimentation at permeable pavement systems: implications for planning and design', Urban Water Journal, bind 15, nr. 2, s. 124-131. https://doi.org/10.1080/1573062X.2017.1414273

APA

Støvring, J., Dam, T., & Jensen, M. B. (2018). Surface sedimentation at permeable pavement systems: implications for planning and design. Urban Water Journal, 15(2), 124-131. https://doi.org/10.1080/1573062X.2017.1414273

Vancouver

Støvring J, Dam T, Jensen MB. Surface sedimentation at permeable pavement systems: implications for planning and design. Urban Water Journal. 2018;15(2):124-131. https://doi.org/10.1080/1573062X.2017.1414273

Author

Støvring, Jan ; Dam, Torben ; Jensen, Marina Bergen. / Surface sedimentation at permeable pavement systems : implications for planning and design. I: Urban Water Journal. 2018 ; Bind 15, Nr. 2. s. 124-131.

Bibtex

@article{c12255dec3bf414182ba1f754af8f850,
title = "Surface sedimentation at permeable pavement systems: implications for planning and design",
abstract = "Newly installed permeable pavement (PP) systems provide high surface infiltration capacity, but the accumulation of sediments causes a decrease in capacity over time, eventually leading to surface clogging. With the aim of investigating local sedimentation processes and the importance of restorative cleaning (RC), nine recently built PP systems were tested for their infiltration capacity with and without restorative cleaning (RC) over an interval of 12–14.5 months. The results were related to each site{\textquoteright}s unique history of sedimentation. RC significantly improved permeability, but when revisited after approximately one year, the permeability of cleaned surfaces was not significantly better for the RC spots than from their uncleaned neighbouring areas. Relating permeability to the contextual issues revealed that PP perimeter, adjacent bare soil and mismanagement strongly affected the sedimentation process. At two of the sites, sedimentation processes were so advanced that surface permeability was below the level of service (five-year design storm).",
author = "Jan St{\o}vring and Torben Dam and Jensen, {Marina Bergen}",
year = "2018",
doi = "10.1080/1573062X.2017.1414273",
language = "English",
volume = "15",
pages = "124--131",
journal = "Urban Water Journal",
issn = "1573-062X",
publisher = "Taylor & Francis",
number = "2",

}

RIS

TY - JOUR

T1 - Surface sedimentation at permeable pavement systems

T2 - implications for planning and design

AU - Støvring, Jan

AU - Dam, Torben

AU - Jensen, Marina Bergen

PY - 2018

Y1 - 2018

N2 - Newly installed permeable pavement (PP) systems provide high surface infiltration capacity, but the accumulation of sediments causes a decrease in capacity over time, eventually leading to surface clogging. With the aim of investigating local sedimentation processes and the importance of restorative cleaning (RC), nine recently built PP systems were tested for their infiltration capacity with and without restorative cleaning (RC) over an interval of 12–14.5 months. The results were related to each site’s unique history of sedimentation. RC significantly improved permeability, but when revisited after approximately one year, the permeability of cleaned surfaces was not significantly better for the RC spots than from their uncleaned neighbouring areas. Relating permeability to the contextual issues revealed that PP perimeter, adjacent bare soil and mismanagement strongly affected the sedimentation process. At two of the sites, sedimentation processes were so advanced that surface permeability was below the level of service (five-year design storm).

AB - Newly installed permeable pavement (PP) systems provide high surface infiltration capacity, but the accumulation of sediments causes a decrease in capacity over time, eventually leading to surface clogging. With the aim of investigating local sedimentation processes and the importance of restorative cleaning (RC), nine recently built PP systems were tested for their infiltration capacity with and without restorative cleaning (RC) over an interval of 12–14.5 months. The results were related to each site’s unique history of sedimentation. RC significantly improved permeability, but when revisited after approximately one year, the permeability of cleaned surfaces was not significantly better for the RC spots than from their uncleaned neighbouring areas. Relating permeability to the contextual issues revealed that PP perimeter, adjacent bare soil and mismanagement strongly affected the sedimentation process. At two of the sites, sedimentation processes were so advanced that surface permeability was below the level of service (five-year design storm).

U2 - 10.1080/1573062X.2017.1414273

DO - 10.1080/1573062X.2017.1414273

M3 - Journal article

VL - 15

SP - 124

EP - 131

JO - Urban Water Journal

JF - Urban Water Journal

SN - 1573-062X

IS - 2

ER -

ID: 187548057