Proper Sizing of Infiltration Trenches Using Closed-Form Analytical Equations

Author:

Wang Jun,Guo YipingORCID

Funder

Natural Sciences and Engineering Research Council of Canada

Mitacs

Publisher

Springer Science and Business Media LLC

Subject

Water Science and Technology,Civil and Structural Engineering

Reference39 articles.

1. Adams BJ, Papa F (2000) Urban stormwater management planning with analytical probabilistic models. Wiley, New York

2. AMEC Environment and Infrastructure (AMEC) (2014) Green infrastructure stormwater management practices for small commercial development, City of Atlanta Stormwater Guidelines. https://mariettaga.gov/DocumentCenter/View/227/Small-Commercial-Green-Infrastructure-Guidance-PDF?bidId=.pdf

3. Aquafor Beech Ltd (ABL) (2016) Jurisdictional scan of Canadian, US and international Stormwater management volume Control criteria. Prepared for Ministry of the Environment and Climate Change. Guelph, Ontario, Canada. http://www.downloads.ene.gov.on.ca/envision/env_reg/er/documents/2017/012-9080_Scan.pdf

4. Aquafor Beech Ltd. and Earthfx Inc. (ABL and EI) (2016) Runoff volume control targets for Ontario final report, prepared for Ministry of the Environment and climate change. Guelph, Ontario http://www.downloads.ene.gov.on.ca/envision/env_reg/er/documents/2017/012-9080_Runoff.pdf

5. Bach PM, McCarthy DT, Deletic A (2010) Redefining the stormwater first flush phenomenon. Water Res 44(8):2487–2498

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