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*Bouwer, H. and R. C. Rice]. 1989. Effect of Water Depth in Ground-water Recharge Basins on Infiltration. Journal of Irrigation and Drainage Engineering, Vol. 115, No. 4, pp. 556-567.
 
*Bouwer, H. and R. C. Rice]. 1989. Effect of Water Depth in Ground-water Recharge Basins on Infiltration. Journal of Irrigation and Drainage Engineering, Vol. 115, No. 4, pp. 556-567.
 
*Caraco, D., and R. Claytor. 1997. [https://owl.cwp.org/mdocs-posts/caracod-_sw_bmp_design_cold_climates/ Stormwater BMP Design Supplement for Cold Climates]
 
*Caraco, D., and R. Claytor. 1997. [https://owl.cwp.org/mdocs-posts/caracod-_sw_bmp_design_cold_climates/ Stormwater BMP Design Supplement for Cold Climates]
*Connecticut Department of Energy and Environmental Protection. 2004. [http://www.ct.gov/deep/lib/deep/water_regulating_and_discharges/stormwater/manual/CH11_IP_P-3.pdf Stormwater Quality Manual; Chapter 11 - Infiltration Practices]
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*Connecticut Department of Energy and Environmental Protection. 2004. [https://portal.ct.gov/DEEP/Water-Regulating-and-Discharges/Stormwater/Stormwater-Manual Stormwater Quality Manual; Chapter 11 - Infiltration Practices]
 
*Fairfax County Virginia. 2005. ''Fairfax LID BMP Fact Sheet''.  
 
*Fairfax County Virginia. 2005. ''Fairfax LID BMP Fact Sheet''.  
*Glover, R.. 1960. [http://www.ars.usda.gov/SP2UserFiles/Place/54021000/Oldpapers/GroundWaterRecharge.pdf Mathematical Derivations as Pertain to Ground-water Recharge]. Report CER60REG70. Agricultural Research Service, USDA, Fort Collins, Colorado. 81 pp.
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*Glover, R.. 1960. [https://www.ars.usda.gov/ARSUserFiles/30121500/Oldpapers/GroundWaterRecharge.pdf Mathematical Derivations as Pertain to Ground-water Recharge]. Report CER60REG70. Agricultural Research Service, USDA, Fort Collins, Colorado. 81 pp.
 
*Hantush, M., 1967. ''Use of Soil Texture, Bulk Density and Slope of water Retention Curve to Predict Saturated Hydraulic Conductivity''. Water Resources Research, 3(1): 227-234.
 
*Hantush, M., 1967. ''Use of Soil Texture, Bulk Density and Slope of water Retention Curve to Predict Saturated Hydraulic Conductivity''. Water Resources Research, 3(1): 227-234.
*Louisville and Jefferson County Metropolitan Sewer District. 2011. [http://rfcd.pima.gov/pdd/lid/pdfs/07-ky-msd-louisville-green-infrastructure-manual-chapter18-20.pdf Green Infrastructure Design Manual]
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*Louisville and Jefferson County Metropolitan Sewer District. 2011. [https://www.yumpu.com/en/document/view/34141099/green-infrastructure-manual-chapter-18-9-14-2011-msd Green Infrastructure Design Manual]
 
*Maine Department of Environmental Protection. 2016. [http://www.maine.gov/dep/land/stormwater/stormwaterbmps/vol3/chapter6.pdf BMP Technical Design Manual; Chapter 6 - Infiltration BMPs]
 
*Maine Department of Environmental Protection. 2016. [http://www.maine.gov/dep/land/stormwater/stormwaterbmps/vol3/chapter6.pdf BMP Technical Design Manual; Chapter 6 - Infiltration BMPs]
 
*Massachusetts Department of Environmental Protection. 1997. [http://www.mass.gov/eea/docs/dep/water/laws/i-thru-z/v2c2.pdf Massachusetts Stormwater Handbook; Volume 2, Chapter 2]
 
*Massachusetts Department of Environmental Protection. 1997. [http://www.mass.gov/eea/docs/dep/water/laws/i-thru-z/v2c2.pdf Massachusetts Stormwater Handbook; Volume 2, Chapter 2]

Revision as of 14:29, 15 June 2022

Also see References for stormwater infiltration