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Influence of Initial Abstraction Ratios in NRCS-CN Model on Runoff Estimation of Permeable Brick Pavement Affected by Clogging

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  • Xiaoli Du

    (Ministry of Education, Beijing University of Civil Engineering and Architecture
    Beijing Energy Conservation & Sustainable Urban and Rural Development Provincial and Ministry Co-construction Collaboration Innovation Center)

  • Mingzhe Yang

    (Ministry of Education, Beijing University of Civil Engineering and Architecture)

  • Zijie Yin

    (Ministry of Education, Beijing University of Civil Engineering and Architecture)

  • Xing Fang

    (Auburn University)

Abstract

The widespread application of permeable pavements in urban stormwater management practices requires a quick and easy model to evaluate their hydrological function during different clogging stages. The Natural Resources Conservation Service-Curve Number (NRCS-CN) method has extensively used for predicting direct runoff from rainfall. However, the standard initial abstraction ratio (λ) value of 0.2 in the model is the most ambiguous assumption and requires considerable refinement for the accurate runoff prediction of permeable pavements affected by clogging. This study calibrated the λ values of permeable brick pavement (PBP) with different clogging degrees to obtain an appropriate model to predict the runoff of PBP affected by clogging. The results indicated that the NRCS-CN model with standard λ value of 0.2 indeed overestimated the runoff over PBP surface, particularly at the initial clogging stage. The λ values showed a significant positive correlation with the clogging degree of PBP, while no significant correlation with the rainfall intensity. A function defining the parameter of λ, related to the saturated infiltration rate of PBP was developed. The accuracy of runoff prediction over the clogged PBP surface was greatly improved using the modified NRCS-CN model with the refined λ values. The NSE value rose to 0.96, and the MAE and RMSE values reduced to 2.66 and 3.85, respectively. Furthermore, the curve number (CN) values for the clogged PBP based on the calibrated λ values were much more consistent with the actual clogging rule of PBP, exhibiting an increased span and ranging from 35 to 98. Graphical Abstract

Suggested Citation

  • Xiaoli Du & Mingzhe Yang & Zijie Yin & Xing Fang, 2023. "Influence of Initial Abstraction Ratios in NRCS-CN Model on Runoff Estimation of Permeable Brick Pavement Affected by Clogging," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 37(8), pages 3211-3225, June.
    • Handle: RePEc:spr:waterr:v:37:y:2023:i:8:d:10.1007_s11269-023-03498-w
    DOI: 10.1007/s11269-023-03498-w
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    References listed on IDEAS

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    1. Muhammad Ajmal & Muhammad Waseem & Jae-Hyun Ahn & Tae-Woong Kim, 2015. "Improved Runoff Estimation Using Event-Based Rainfall-Runoff Models," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 29(6), pages 1995-2010, April.
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