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→Planning for climate change in LID design
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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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|Watershed planning
|A Nordic study demonstrated that more LID units and higher LID area coverage will need to be installed over time to offset future predicted summer runoff (Natale et al., 2023)<ref>Di Natale, C. M., Tamm, O., & Koivusalo, H. (2023). Climate change adaptation using low impact development for stormwater management in a Nordic catchment. Boreal Environment Research, 28, 243–258. https://www.borenv.net/BER/archive/pdfs/ber28/ber28-243-258.pdf</ref>.
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