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Created page with "{{TOClimit|2}} ==TSS Reduction== 200px|thumb The performance results for Infiltration trench practices, located within TRCA's watershed originate from one site: *Kortright Centre Parking Lot The mean performance value recorded at the outlet for the Infiltration trench practice's ability to remove Total Suspended Sediments (TSS) was was calculated based on 25 separate recordings from 2013-2014 at the Kortright Centre in Vaugha..."
{{TOClimit|2}}
==TSS Reduction==
[[File:TSS - infiltration trench.JPG|200px|thumb]]
The performance results for [[Infiltration trench]] practices, located within TRCA's watershed originate from one site:
*Kortright Centre Parking Lot
The mean performance value recorded at the outlet for the Infiltration trench practice's ability to remove Total Suspended Sediments (TSS) was was calculated based on 25 separate recordings from 2013-2014 at the Kortright Centre in Vaughan, ON.
As can be seen in the corresponding boxplot the mean performance removal efficiency of the permeable pavement practices monitored are well below the suggested guideline of 30 mg/L (Canadian Water Quality Guideline (CWQG), or
(background (assumed at <5 mg/L)+ 25 mg/L for short term (<24 hour) exposure) (CCME, 2002<ref>Canadian Council of Ministers of the Environment (CCME). 2002. Canadian water quality guidelines for the protection of aquatic life: Total particulate matter. In: Canadian Environmental Quality Guidelines, Canadian Council of Ministers of the Environment, Winnipeg</ref>; (TRCA, 2021<ref>TRCA. 2021. Spatial Patterns (2016-2020) and Temporal Trends (1966-2020) in Stream Water Quality across TRCA’s Jurisdiction Prepared by Watershed Planning and Ecosystem Science. https://trcaca.s3.ca-central-1.amazonaws.com/app/uploads/2021/10/29113334/2016-2020-SWQ-Report-v11_FINAL_AODA-FA.pdf</ref>).
The median value of the 25 samples taken was '''6.90 mg/L''' whereas the mean was ''' 7.78 mg/L''', with a '''0%''' guideline exceedance.
<br>
</br>
[[File:TP - infiltration trench.JPG|200px|thumb]]
==Phosphorus Reduction==
The performance results for [[Permeable pavement]]/[[Porous Asphalt: Life Cycle Costs]] practices, located within TRCA's watershed originate from three primary sites:
*Kortright Centre Parking Lot
*Seneca College
*IMAX Corporation, head office
The mean performance value recorded at the outlet for Permeable Pavement practices' ability to remove Total [[Phosphorus]] (TP) was calculated based on 300 separate recordings between 2005-2007, and 2010-2017 amongst the three sites previously mentioned.
As can be seen in the corresponding boxplot, the mean performance removal efficiency of the bioretention practices monitored are not meeting the acceptable upper extent range of nutrients as of 0.03 mg/L (30 µg/L) (Environment Canada, 2004<ref name="example1">Environment Canada. (2004). Canadian guidance framework for the management of phosphorus in freshwater systems. Ecosystem Health: Science‐based solutions report no. 1–8. Cat. No. En1–34/8–2004E. </ref>; OMOEE, 1994<ref>Ontario Ministry of Environment and Energy (OMOEE), 1994. Policies, Guidelines and Provincial Water Quality Objectives of the Ministry of Environment and Energy. Queen’s Printer for Ontario. Toronto, ON.</ref>).
The median value of the 25 samples taken was '''0.04 mg/L''' whereas the mean was ''' 0.13 mg/L''', with a '''76%''' guideline exceedance. Given the small sample size of just one practice monitored for a year with only 25 grab samples additional infiltration trenches will be required for further monitoring projects to ensure that the results collected are as accurate as possible to ensure these practices can meet federal and provincial governments' guideline requirements for TP stormwater quality.
'''Please refer to the [[Phosphorus]] page and the [[additives]] page for more information on how LIDs can reduce contaminant loading in stormwater'''
==Recent Performance Research==
*[https://www.mdpi.com/2073-4441/14/21/3529 (Jeon et al., 2022) - Long-Term Monitoring of an Urban Stormwater Infiltration Trench in South Korea]
**This paper discusses a long-term monitoring program (8 years) to measure the performance of an infiltration trench and develop a model to be used to estimate influent and effluent stormwater quality based on average removal efficiencies. The study found that the specific trench configuration used (with a primary settling tank with a vertical layer of woodchips, along with horizontal layers of gravel, sand and bottom ash (see associated image to the right on this page). Over the 8-year study (2013 - 2022, in 2017 no monitoring took place due to construction) was able to remove an average of 83% of TSS and 79% of TP (39.31 mg/L & 0.17 mg/L respectively for effluent water quality) (Jeon et al., 2022<ref>Jeon, M., Guerra, H.B., Choi, H. and Kim, L.H. 2022. Long-Term Monitoring of an Urban Stormwater Infiltration Trench in South Korea with Assessment Using the Analytic Hierarchy Process. Water, 14(21), p.3529.</ref>).
[[File:Schematic infitlration trench (Jeon et al., 2022).PNG|thumb|500px|Schematic drawing of the infiltration trench design configuration used by [https://www.mdpi.com/2073-4441/14/21/3529/pdf (Jeon et al. 2022)] at Kongju National University Cheonan Campus in South Korea. The facility includes a primary settling tank with vertical layer of woodchips, and horizontal layers of gravel, sand and bottom ash. This configuration promotes settling, filtration and adsorption. The use of woodchips allows microorganisms that assist in the removal of nitrogen and phosphorus to create an ideal environment to establish themselves and help improve overall water quality.(Jeon et al., 2022<ref>Jeon, M., Guerra, H.B., Choi, H. and Kim, L.H., 2022. Long-Term Monitoring of an Urban Stormwater Infiltration Trench in South Korea with Assessment Using the Analytic Hierarchy Process. Water, 14(21), p.3529.</ref>).]]
==References==
==TSS Reduction==
[[File:TSS - infiltration trench.JPG|200px|thumb]]
The performance results for [[Infiltration trench]] practices, located within TRCA's watershed originate from one site:
*Kortright Centre Parking Lot
The mean performance value recorded at the outlet for the Infiltration trench practice's ability to remove Total Suspended Sediments (TSS) was was calculated based on 25 separate recordings from 2013-2014 at the Kortright Centre in Vaughan, ON.
As can be seen in the corresponding boxplot the mean performance removal efficiency of the permeable pavement practices monitored are well below the suggested guideline of 30 mg/L (Canadian Water Quality Guideline (CWQG), or
(background (assumed at <5 mg/L)+ 25 mg/L for short term (<24 hour) exposure) (CCME, 2002<ref>Canadian Council of Ministers of the Environment (CCME). 2002. Canadian water quality guidelines for the protection of aquatic life: Total particulate matter. In: Canadian Environmental Quality Guidelines, Canadian Council of Ministers of the Environment, Winnipeg</ref>; (TRCA, 2021<ref>TRCA. 2021. Spatial Patterns (2016-2020) and Temporal Trends (1966-2020) in Stream Water Quality across TRCA’s Jurisdiction Prepared by Watershed Planning and Ecosystem Science. https://trcaca.s3.ca-central-1.amazonaws.com/app/uploads/2021/10/29113334/2016-2020-SWQ-Report-v11_FINAL_AODA-FA.pdf</ref>).
The median value of the 25 samples taken was '''6.90 mg/L''' whereas the mean was ''' 7.78 mg/L''', with a '''0%''' guideline exceedance.
<br>
</br>
[[File:TP - infiltration trench.JPG|200px|thumb]]
==Phosphorus Reduction==
The performance results for [[Permeable pavement]]/[[Porous Asphalt: Life Cycle Costs]] practices, located within TRCA's watershed originate from three primary sites:
*Kortright Centre Parking Lot
*Seneca College
*IMAX Corporation, head office
The mean performance value recorded at the outlet for Permeable Pavement practices' ability to remove Total [[Phosphorus]] (TP) was calculated based on 300 separate recordings between 2005-2007, and 2010-2017 amongst the three sites previously mentioned.
As can be seen in the corresponding boxplot, the mean performance removal efficiency of the bioretention practices monitored are not meeting the acceptable upper extent range of nutrients as of 0.03 mg/L (30 µg/L) (Environment Canada, 2004<ref name="example1">Environment Canada. (2004). Canadian guidance framework for the management of phosphorus in freshwater systems. Ecosystem Health: Science‐based solutions report no. 1–8. Cat. No. En1–34/8–2004E. </ref>; OMOEE, 1994<ref>Ontario Ministry of Environment and Energy (OMOEE), 1994. Policies, Guidelines and Provincial Water Quality Objectives of the Ministry of Environment and Energy. Queen’s Printer for Ontario. Toronto, ON.</ref>).
The median value of the 25 samples taken was '''0.04 mg/L''' whereas the mean was ''' 0.13 mg/L''', with a '''76%''' guideline exceedance. Given the small sample size of just one practice monitored for a year with only 25 grab samples additional infiltration trenches will be required for further monitoring projects to ensure that the results collected are as accurate as possible to ensure these practices can meet federal and provincial governments' guideline requirements for TP stormwater quality.
'''Please refer to the [[Phosphorus]] page and the [[additives]] page for more information on how LIDs can reduce contaminant loading in stormwater'''
==Recent Performance Research==
*[https://www.mdpi.com/2073-4441/14/21/3529 (Jeon et al., 2022) - Long-Term Monitoring of an Urban Stormwater Infiltration Trench in South Korea]
**This paper discusses a long-term monitoring program (8 years) to measure the performance of an infiltration trench and develop a model to be used to estimate influent and effluent stormwater quality based on average removal efficiencies. The study found that the specific trench configuration used (with a primary settling tank with a vertical layer of woodchips, along with horizontal layers of gravel, sand and bottom ash (see associated image to the right on this page). Over the 8-year study (2013 - 2022, in 2017 no monitoring took place due to construction) was able to remove an average of 83% of TSS and 79% of TP (39.31 mg/L & 0.17 mg/L respectively for effluent water quality) (Jeon et al., 2022<ref>Jeon, M., Guerra, H.B., Choi, H. and Kim, L.H. 2022. Long-Term Monitoring of an Urban Stormwater Infiltration Trench in South Korea with Assessment Using the Analytic Hierarchy Process. Water, 14(21), p.3529.</ref>).
[[File:Schematic infitlration trench (Jeon et al., 2022).PNG|thumb|500px|Schematic drawing of the infiltration trench design configuration used by [https://www.mdpi.com/2073-4441/14/21/3529/pdf (Jeon et al. 2022)] at Kongju National University Cheonan Campus in South Korea. The facility includes a primary settling tank with vertical layer of woodchips, and horizontal layers of gravel, sand and bottom ash. This configuration promotes settling, filtration and adsorption. The use of woodchips allows microorganisms that assist in the removal of nitrogen and phosphorus to create an ideal environment to establish themselves and help improve overall water quality.(Jeon et al., 2022<ref>Jeon, M., Guerra, H.B., Choi, H. and Kim, L.H., 2022. Long-Term Monitoring of an Urban Stormwater Infiltration Trench in South Korea with Assessment Using the Analytic Hierarchy Process. Water, 14(21), p.3529.</ref>).]]
==References==