• Login
    View Item 
    •   DSpace Home
    • ASCE
    • Journal of Hydrologic Engineering
    • View Item
    •   DSpace Home
    • ASCE
    • Journal of Hydrologic Engineering
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Runoff Mitigation by Underdrained Permeable Pavements in Shallow Groundwater Environments: A Field Investigation

    Thumbnail
    View/Open
    %28ASCE%29HE.1943-5584.0002181.pdf (2.606Mb)
    Date
    2022/04/27
    Author
    Kun Zhang
    Peng Huang
    Ting Fong May Chui
    Metadata
    Show full item record
    Abstract
    Permeable pavements equipped with an underdrain are one of the most widely used and efficient types of green infrastructure. They can greatly reduce, delay, and retain surface runoff, given their high surface infiltration rate and storage volume; however, their performance in shallow groundwater environments is poorly understood. Based on the monitoring data of three underdrained permeable pavements in Hong Kong collected from April to November 2017, this study demonstrates and quantifies the impact of shallow groundwater on the hydrologic performance of permeable pavements. All of the permeable pavements achieved 70%–100% and 90%–100% in peak and volume reductions of surface runoff, respectively, for 90% of the rainfall events, even after 1 year of service without maintenance. However, 4,000–10,000 mm of extraneous water—equivalent to three to six times the rainfall depth during the monitoring period—entered the reservoirs of two pavements and was discharged through their underdrains. The drawdown times of these two pavements, both of which were equipped with underdrains, were >24 and >72  h for 35% and 20% of the rainfall events, respectively. Underdrains did not reduce drawdown times; instead, they discharged the extraneous water from the subsurface into the sewer system. These findings demonstrate the deficiency of underdrains and the need for careful underdrain design for permeable pavements in shallow groundwater environments. In areas of shallow groundwater, detailed site investigations are recommended. Underdrains, when needed, should be elevated and installed with flow restrictors to restrict their maximum outflow and to strike a balance between drawdown time and underdrain outflow volume. The technical design of the underdrain is demonstrated to be a key factor for green infrastructure in shallow groundwater environments; it should be more highlighted and detailed in the design guidance of green infrastructure.
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4286383
    Collections
    • Journal of Hydrologic Engineering

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV
     

     

    Browse

    All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    Statistics

    View Usage Statistics

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV