4.4 Article

SWMM Simulation of the Storm Water Volume Control Performance of Permeable Pavement Systems

Journal

JOURNAL OF HYDROLOGIC ENGINEERING
Volume 20, Issue 8, Pages -

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)HE.1943-5584.0001092

Keywords

Permeable pavement; Storm water management; Runoff reduction; Storm Water Management Model (SWMM); Low-impact development (LID)

Funding

  1. Natural Sciences and Engineering Research Council of Canada
  2. China Scholarship Council

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The reliability of the low-impact development (LID) module of the widely used Storm Water Management Model (SWMM) for modeling the runoff reduction performance of permeable pavement systems was evaluated through example applications with rainfall data from Atlanta. The method of calculating infiltration through the pavement layers of permeable pavement systems of the LID module was found to be inadequate when the depths of the pavement layer are less than 120 mm and the computational time steps are longer than 30 min. An alternative method of representing permeable pavement systems as equivalent regular subcatchments is proposed. Using this method, the hydrologic operation of permeable pavement systems can be modeled by SWMM or other hydrologic models. (C) 2014 American Society of Civil Engineers.

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