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*Kia et al. (2022)<ref>Kia, A., Wong, H. S., & Cheeseman, C. R. (2022). Freeze–thaw durability of conventional and novel permeable pavement replacement. Journal of Transportation Engineering Part B: Pavements, 148(4). https://doi.org/10.1061/JPEODX.0000395</ref> propose a novel high-strength clogging-resistant permeable pavement replacement which is more resistant to degradation caused by freeze–thaw cycles than a conventional permeable concrete.
 
*Kia et al. (2022)<ref>Kia, A., Wong, H. S., & Cheeseman, C. R. (2022). Freeze–thaw durability of conventional and novel permeable pavement replacement. Journal of Transportation Engineering Part B: Pavements, 148(4). https://doi.org/10.1061/JPEODX.0000395</ref> propose a novel high-strength clogging-resistant permeable pavement replacement which is more resistant to degradation caused by freeze–thaw cycles than a conventional permeable concrete.
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|[[Filter strips]]
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|*A study in the Lake Erie watershed predicted that with stronger springtime precipitation events included in future climate conditions, filter strips are likely to be inundated with runoff carrying more sediment and nutrients, reducing their buffering capacity (Bosch et al., 2014) <ref>Bosch, O. J. H., King, C. A., Herbohn, J. L., Russell, I. W., & Smith, C. S. (2014). Interacting effects of climate change and agricultural best-management practices on nutrient and sediment runoff entering Lake Erie. Agriculture, Ecosystems & Environment, 184, 106–114. https://doi.org/10.1016/j.agee.2013.11.016</ref>.
 
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|Watershed planning
 
|Watershed planning

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