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#False: Just the opposite. Traditional design has been based on assumed vertical infiltration into underlying soil. Infiltration is three-dimensional and thus also occurs through the sidewalls of a practice. Also, designs in Minnesota assume an infiltration practice instantaneous fills with water. However, infiltration occurs as a practice is filling. This was considered to be offset by water bypassing an infiltration practice during intense rains, but recent data suggests this bypass accounts for a relatively small percentage of annual runoff (perhaps 2% or less). This is another area needing more research. See [https://wrc.umn.edu/events/new-horizon], [https://www.stormh2o.com/home/article/13006510/kerplunk], [https://pubmed.ncbi.nlm.nih.gov/35405544/]. | #False: Just the opposite. Traditional design has been based on assumed vertical infiltration into underlying soil. Infiltration is three-dimensional and thus also occurs through the sidewalls of a practice. Also, designs in Minnesota assume an infiltration practice instantaneous fills with water. However, infiltration occurs as a practice is filling. This was considered to be offset by water bypassing an infiltration practice during intense rains, but recent data suggests this bypass accounts for a relatively small percentage of annual runoff (perhaps 2% or less). This is another area needing more research. See [https://wrc.umn.edu/events/new-horizon], [https://www.stormh2o.com/home/article/13006510/kerplunk], [https://pubmed.ncbi.nlm.nih.gov/35405544/]. | ||
#We aren't sure. Studies in other situations, such as agricultural and native prairies and forested situations, suggest this is true, but we lack studies for stormwater practices. | #We aren't sure. Studies in other situations, such as agricultural and native prairies and forested situations, suggest this is true, but we lack studies for stormwater practices. | ||
− | + | #50 percent. It is unclear where this value came from, though Wisconsin has applied reduction factors for many years | |
#False. Field measurements are recommended. If soil borings are used instead, at least 3 borings are recommended for this project. See [[Recommended number of soil boring, pits, and permeameter tests for bioretention design]]. | #False. Field measurements are recommended. If soil borings are used instead, at least 3 borings are recommended for this project. See [[Recommended number of soil boring, pits, and permeameter tests for bioretention design]]. | ||
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