Simulated Performance of In-Place Pervious Concrete under Varying Storms, Surface Areas, and Infiltration Rates

Author:

Abera Liya E.1,Surbeck Cristiane Q.2ORCID,O’Reilly Andrew M.3

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Mississippi, Oxford, MS 38677-1848.

2. Associate Dean and Associate Professor, Dept. of Civil Engineering, Univ. of Mississippi, P.O. Box 1848, Oxford, MS 38677-1848 (corresponding author). ORCID: .

3. Assistant Professor, Dept. of Geology and Geological Engineering, Univ. of Mississippi, Oxford, MS 38677-1848.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology

Reference23 articles.

1. Validation of the Performance of Pervious Concrete in a Field Application with Finite Element Analysis

2. ASTM. (1998). “Standard test method for particle-size analysis of soils.” ASTM D422-63 West Conshohocken PA.

3. Bean E. Z. Hunt W. F. and Bidelspach D. A. (2004). “Study on the surface infiltration rate of permeable pavements.” Proc. 2004 World Water and Environmental Resources Congress: Critical Transitions in Water and Environmental Resources Management ASCE Reston VA 749–758.

4. Field Survey of Permeable Pavement Surface Infiltration Rates

5. Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds

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