Difference between revisions of "Stormwater Thermal Mitigation"
Line 32: | Line 32: | ||
==Upstream of the Pond== | ==Upstream of the Pond== | ||
Any measure that decreases runoff volumes or temperatures or both can help mitigate thermal loads to streams or downstream treatment facilities. Examples include [[bioretention]], [[infiltration trenches]] or [[infiltration chambers|chambers]], [[enhanced swales]], [[permeable pavements]], [[rain gardens|absorbent landscaping]] and increased canopy cover. The temperature (event mean temperature) and thermal load benefits of the practices are shown in figures 1 to 3 below. The most effective practices were deeper systems such as trenches, some deep bioretention facilities, and practices that promote significant runoff volume reductions. Beyond reducing temperatures and runoff volumes, enhancing [[infiltration]] also helps re-establish the natural baseflow regime that existed prior to development. | Any measure that decreases runoff volumes or temperatures or both can help mitigate thermal loads to streams or downstream treatment facilities. Examples include [[bioretention]], [[infiltration trenches]] or [[infiltration chambers|chambers]], [[enhanced swales]], [[permeable pavements]], [[rain gardens|absorbent landscaping]] and increased canopy cover. The temperature (event mean temperature) and thermal load benefits of the practices are shown in figures 1 to 3 below. The most effective practices were deeper systems such as trenches, some deep bioretention facilities, and practices that promote significant runoff volume reductions. Beyond reducing temperatures and runoff volumes, enhancing [[infiltration]] also helps re-establish the natural baseflow regime that existed prior to development.<br> | ||
</br> | |||
[[File:Influent Effluent EMT.PNG|500px|thumb|left|Influent and effluent event mean temperatures (EMT) for common LID practices. Source: (Van Seters, ''et al.'' 2019).<ref>Van Seters, T., Graham, C., Dougherty, J., Jacob-Okor, C., and David, Y. 2019. Data Synthesis and Design Considerations for Stormwater Thermal Mitigation Measures. Sustainable Technologies Evaluation Program. Ontario. https://sustainabletechnologies.ca/app/uploads/2019/04/Thermal-Synthesis-Final.pdf</ref>]] | |||
==Within the Pond Block== | ==Within the Pond Block== |
Revision as of 15:49, 12 April 2022
Overview[edit]
Streams draining urban areas are often much warmer than those draining natural ones due to changes in surface cover and hydrology. Urbanization increases stream temperatures by decreasing riparian shading and replacing natural landscapes with hard, dark-coloured pavements and roofs that absorb and store heat from the sun. The added impervious cover increases the volume of heated runoff while at the same time reducing discharge of cool groundwater to streams. This heating effect is further exacerbated as runoff flows through stormwater management ponds or other impoundments, where detained water is exposed to solar warming for extended time periods between rain events. This page explores different techniques for mitigating the effects of urbanization on the stream thermal regime.
Thermal Load[edit]
Since stream warming is influenced by the runoff temperature and volume of runoff draining to streams, impacts are best assessed through an evaluation of thermal loads both in the stream and in runoff discharged to streams. The thermal load is a function of the flow rate, water temperature, water density and heat capacity of water (or the energy required to increase a kg of water by 1 degree C).
Thermal Load = Q x ρ x T x C
Where:
- Q = flow rate (m3/s)
- ρ = water density (1000kg/m3)
- T = water temperature (°C)
- C = heat capacity of water (4187J/kg°C)
Since urban runoff volumes often increase by 2 to 5 times after development, and stormwater pond effluent temperatures are between 4 and 11°C warmer than pond influent temperatures in the summer, the overall thermal load increases to streams can be very significant (Van Seters et al. 2019).[1]
Temperature Target Selection[edit]
Setting a stream temperature threshold for the protection of aquatic life can be based on:
- Matching the water temperature regime of either a known pre-development thermal condition or the thermal condition of an undisturbed stream with similar characteristics; and,
- Meeting the upper tolerance of one or more target aquatic species.
Thermal Mitigation Techniques[edit]
Techniques for mitigating thermal impacts to streams can be implemented:
- Within the catchment near the source of runoff,
- Along the conveyance route to a treatment facility
- Within the stormwater pond or other stormwater treatment facility; and/or,
- Within the stream itself.
Upstream of the Pond[edit]
Any measure that decreases runoff volumes or temperatures or both can help mitigate thermal loads to streams or downstream treatment facilities. Examples include bioretention, infiltration trenches or chambers, enhanced swales, permeable pavements, absorbent landscaping and increased canopy cover. The temperature (event mean temperature) and thermal load benefits of the practices are shown in figures 1 to 3 below. The most effective practices were deeper systems such as trenches, some deep bioretention facilities, and practices that promote significant runoff volume reductions. Beyond reducing temperatures and runoff volumes, enhancing infiltration also helps re-establish the natural baseflow regime that existed prior to development.
Within the Pond Block[edit]
In the Receiving Water[edit]
References[edit]
- ↑ Van Seters, T., Graham, C., Dougherty, J., Jacob-Okor, C., and David, Y. 2019. Data Synthesis and Design Considerations for Stormwater Thermal Mitigation Measures. Sustainable Technologies Evaluation Program. Ontario. https://sustainabletechnologies.ca/app/uploads/2019/04/Thermal-Synthesis-Final.pdf
- ↑ Van Seters, T., Graham, C., Dougherty, J., Jacob-Okor, C., and David, Y. 2019. Data Synthesis and Design Considerations for Stormwater Thermal Mitigation Measures. Sustainable Technologies Evaluation Program. Ontario. https://sustainabletechnologies.ca/app/uploads/2019/04/Thermal-Synthesis-Final.pdf