Hydraulic and hydrologic modelling of permeable pavement

World Environmental and Water Resources Congress 2011: Bearing Knowledge for Sustainability - Proceedings of the 2011 World Environmental and Water Resources Congress

Volumn , Issue , 2011, Pages 587-597

  Hohaia, Nick ^a   Fassman, Elizabeth ^a   Hunt, William F ^b   Collins, Kelly A ^c  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

^b North Carolina State University   (United States)

^c Water Resources Engineer   (United States)

Author keywords

Hydraulic models; Hydrologic models; New Zealand; North Carolina; Pavements

Indexed keywords

ACCURATE PREDICTION; CALIBRATED MODEL; COMPUTER MODELLING; CONTINUOUS SIMULATION; EXCEEDANCE PROBABILITY; FIXED PARAMETERS; FLOW FREQUENCIES; HYDROGRAPHS; HYDROLOGIC MODELLING; HYDROLOGIC MODELS; IMPACT DESIGN; NEW ZEALAND; NORTH CAROLINA; NORTH CAROLINA , USA; PAVEMENT STRUCTURES; PEAK FLOWS; SANDFILL; STORM WATER MANAGEMENT MODEL; TWO PARAMETER; UNDERDRAIN;

AIR POLLUTION CONTROL; BEARINGS (STRUCTURAL); CLIMATE MODELS; ENVIRONMENTAL PROTECTION AGENCY; FORECASTING; HYDRAULIC MODELS; HYDRAULIC STRUCTURES; PAVEMENTS; STORMS; SUSTAINABLE DEVELOPMENT; WATER MANAGEMENT;

COMPUTER SIMULATION;

EID: 79960407293     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41173(414)61     Document Type: Conference Paper

References (7)

1. Collins, K. A., W. F. Hunt, et al. (2008). "Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina." Journal of Hydrologic Engineering 13(12):1146-1157.
2. Council, A. R. (1999). "Guidelines for stormwater runoff modelling in the Auckland Region". Auckland Regional Council Technical Publication No 108.
3. Dreelin, E. A., L. Fowler, et al. (2006). "A test of porous pavement effectiveness on clay soils during natural storm events." Water Research 40(4):799-805.
4. Fassman, E. A. and S. Blackbourn (2010). "Urban Runoff Mitigation by a Permeable Pavement System over Impermeable Soils." Journal of Hydrologic Engineering 15(6):475-485.
5. Kresin, C. and W. James (1997). Long-term stormwater infiltration through concrete pavers, University of Guelph.
6. Rossman, L. A. (2009). Modeling Low Impact Development Alternatives with SWMM (Draft), US EPA.
7. Worth, Z. (2010). Pervious Paving Review and Design Recommendations. Technical report prepared for the Auckland Regional Council, Auckland, New Zealand.