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##d - soil tensiometer. Tensiometers are used to measure soil water (moisture) content. See [[Determining soil infiltration rates]] | ##d - soil tensiometer. Tensiometers are used to measure soil water (moisture) content. See [[Determining soil infiltration rates]] | ||
##a - provides numerous co-benefits. Co-benefits can be incorporated into the design of infiltration systems, but they are not a fundamental characteristic of infiltration practices. See [[Green Infrastructure benefits of infiltration practices]] | ##a - provides numerous co-benefits. Co-benefits can be incorporated into the design of infiltration systems, but they are not a fundamental characteristic of infiltration practices. See [[Green Infrastructure benefits of infiltration practices]] | ||
+ | #(d) Soil tensiometer, which is used for determining soil water (moisture) content, not infiltration rate | ||
+ | #(a) This answer is somewhat negotiable, but typically we utilize infiltration for water quality and/or water quantity benefits. Other benefits can be incorporated into a practice, but they rarely are the reason for selecting infiltration at a site. | ||
#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. |
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