Hydrologic performance of permeable pavement systems utilising various sub-base materials for Caribbean applications

Monrose, John; Tota-Maharaj, Kiran

Abstract

This paper examined the hydrological performance of three 0.19m2 laboratory-scale permeable pavement rigs with varying sub-base aggregates of basalt, limestone and recycled concrete aggregates. Observed flows from different underdrain offsets were compared with computer simulations from the stormwater management design tool PCSWMM. Statistical analyses showed a high level of accuracy for numerous simulated events. Nash-Sutcliffe and R2 coefficients ranged between 0.85 and 0.99 for all rigs. Root-mean-square-error (RMSE) was generally less than 0.01 for all simulations. During rainfall events, the rigs produced no surface runoff and temporarily detained up to 84 % of rainfall input.

Citation

Monrose, J., & Tota-Maharaj, K. (2017, September). Hydrologic performance of permeable pavement systems utilising various sub-base materials for Caribbean applications. Paper presented at 14th IWA/IAHR International Conference on Urban Drainage

• Presentation Conference Type: Conference Paper (unpublished)
• Conference Name: 14th IWA/IAHR International Conference on Urban Drainage
• Start Date: Sep 10, 2017
• End Date: Sep 15, 2017
• Acceptance Date: Aug 17, 2017
• Publication Date: Sep 8, 2017
• Peer Reviewed: Peer Reviewed
• Pages: 1157-1165
• Keywords: permeable pavement systems (PPS), urban stormwater management, sustainable urban drainage systems (SUDS), small island developing states (SIDS), rainfall
• Related Public URLs: http://www.icud2017.org/online-programme.htm
• Additional Information: Title of Conference or Conference Proceedings : 14th IWA/IAHR International Conference on Urban Drainage