Hydrologic and Quality Control Performance of Zero-Exfiltration Pervious Concrete Pavement in Ontario

Author:

Crookes Adam J.1,Drake Jennifer A. P.2ORCID,Green Mark3

Affiliation:

1. Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author). ORCID: .

3. Manager of Environmental Services, Transportation and Environmental Services Dept., City of St. Catharines, 50 Church St., St. Catharines, ON, Canada L2R 7C2.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. ASTM. (2009). “Standard test method for infiltration rate of in place pervious concrete.” ASTM C1701-09 West Conshohocken PA 1–3.

2. Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts

3. Field Evaluation of Permeable Pavement Systems for Improved Stormwater Management

4. Long-term stormwater quantity and quality performance of permeable pavement systems

5. CCME (Canadian Council of Ministers of the Environment). (2014). “Canadian environmental quality guidelines: pH.” ⟨http://st-ts.ccme.ca/en/index.html?chems=162&chapters=1⟩ (Jul. 4 2016).

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