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Evaluation of Etobicoke Exfiltration System Applications in the City of Barrie

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These days engineers reduce the adverse effects of urbanizations using Low Impact Developments (LID) on their municipal design. Etobicoke Exfiltration System (EES) as a LID Best Management Practice (BMP) was demonstrated in 1993 and is being implemented at a hospital rehabilitation project in Toronto. To evaluate EES through modeling, a methodology was used to implement EES in SWMM 5.1.012, and the outcome was applied for a case study in Barrie. The primary components of EES include inlets, void space storage of granular material laid beneath the main sewer system. These components were modeled by orifices and a storage unit to simulate the exfiltration of water from the stone trench into the surrounding native soil. The model was applied in a case study in Barrie regarding hydrologic performance analysis. The results indicated a significant reduction of runoff volume and peak flow reduction for a single design storm. However, some challenges revealed by these results regarding the case study
Ryerson University Library and Archives
Title: Evaluation of Etobicoke Exfiltration System Applications in the City of Barrie
Description:
These days engineers reduce the adverse effects of urbanizations using Low Impact Developments (LID) on their municipal design.
Etobicoke Exfiltration System (EES) as a LID Best Management Practice (BMP) was demonstrated in 1993 and is being implemented at a hospital rehabilitation project in Toronto.
To evaluate EES through modeling, a methodology was used to implement EES in SWMM 5.
1.
012, and the outcome was applied for a case study in Barrie.
The primary components of EES include inlets, void space storage of granular material laid beneath the main sewer system.
These components were modeled by orifices and a storage unit to simulate the exfiltration of water from the stone trench into the surrounding native soil.
The model was applied in a case study in Barrie regarding hydrologic performance analysis.
The results indicated a significant reduction of runoff volume and peak flow reduction for a single design storm.
However, some challenges revealed by these results regarding the case study.

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