Difference between revisions of "References for bioretention"
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*Claytor, R.A., and T.R. Schueler. 1996. ''Design of Stormwater Filtering Systems''. The Center for Watershed Protection, Silver Spring, MD. | *Claytor, R.A., and T.R. Schueler. 1996. ''Design of Stormwater Filtering Systems''. The Center for Watershed Protection, Silver Spring, MD. | ||
*Dakota County Soil and Water Conservation District. 10/25/2012. Dakota County Jenson Lake Stormwater Retrofit Project Factsheet. | *Dakota County Soil and Water Conservation District. 10/25/2012. Dakota County Jenson Lake Stormwater Retrofit Project Factsheet. | ||
| − | *Dakota County Soil and Water Conservation District. 2011. Low Impact Development Standards | + | *Dakota County Soil and Water Conservation District. 2011. Low Impact Development Standards For Dakota County, Minnesota. |
| − | For Dakota County, Minnesota. | ||
*Davis, A.P., M. Shokouhian, H. Sharma and C. Minani. 1998. ''Optimization of Bioretention for Design for Water Quality and Hydrologic Characteristics''. n.p. | *Davis, A.P., M. Shokouhian, H. Sharma and C. Minani. 1998. ''Optimization of Bioretention for Design for Water Quality and Hydrologic Characteristics''. n.p. | ||
*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. | *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. | ||
Revision as of 19:55, 19 October 2017
- ASCE/EPA. International BMP Database.
- Atlanta Regional Commission. Georgia Stormwater Management Manual. 2001.
- Bannerman, Roger. 2013. Personal Communication.
- Bannerman, R. 2012. WDNR What Are We Learning About Selecting a Soil Media for Bioretention Systems? Presentation to NASECA February 2, 2012.
- 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.
- Claytor, R.A., and T.R. Schueler. 1996. Design of Stormwater Filtering Systems. The Center for Watershed Protection, Silver Spring, MD.
- Dakota County Soil and Water Conservation District. 10/25/2012. Dakota County Jenson Lake Stormwater Retrofit Project Factsheet.
- Dakota County Soil and Water Conservation District. 2011. Low Impact Development Standards For Dakota County, Minnesota.
- Davis, A.P., M. Shokouhian, H. Sharma and C. Minani. 1998. Optimization of Bioretention for Design for Water Quality and Hydrologic Characteristics. n.p.
- Glover, R., 1960. Mathematical Derivations as Pertain to Ground-water Recharge. Report CER60REG70. Agricultural Research Service, USDA, Fort Collins, Colorado. 81 pp.
- Hantush, M. 1967. Growth and Decay of Ground-water-Mounds in Response to Uniform Percolation. Water Resources Research. 3(1): 227-234.
- Hathaway, J. M., Hunt, W. F., Graves, A. K., and Wright, J. D. 2011. Field evaluation of bioretention indicator bacteria sequestration in Wilmington NC. J. Environ. Eng., 137(12), 1103–1113.
- Hunt, W.F. and W.G. Lord. 2006. Bioretention Performance, Design, and Construction and Maintenance. North Carolina Cooperative Extension Service.
- Hunt, W., Davis, A., and Traver, R. 2012. Meeting Hydrologic and Water Quality Goals through Targeted Bioretention Design. J. Environ. Eng., 138(6), 698–707. doi: 10.1061/(ASCE)`EE.1943-7870.0000504
- Isensee, Mike. 2013. Personal Communication.
- Low Impact Design Center, Inc. 2005. Urban Design Tools, Internet Resource. Beltsville, MD.
- Metropolitan Council. 2001. Minnesota Urban Small Sites BMP Manual, Stormwater Best Management Practice for Cold Climates. St. Paul, MN.
- Natural Resources Conservation Service. 1986. Urban Hydrology for Small Watersheds. Technical Release 55 (TR-55).
- Prince George’s County. 2002. Bioretention Manual. Programs & Planning Division Department of Environmental Resources, Landover, MD.
- Rawls, W., D. Brakensiek, and K. Saxton, 1982. Estimation of Soil Water Properties. Transactions of the American Society of Agricultural Engineers. Vol. 25, No. 5, pp. 1316 – 1320 and 1328.
- Rawls, W., D. Giminez, and R. Grossman. 1998. Use of Soil Texture, Bulk Density and Slope of water Retention Curve to Predict Saturated Hydraulic Conductivity. ASAE. Vol. 41(4). pp. 983 – 988.
- Shaw, D. and R. Schmidt. 2003. Plants for Stormwater Design. Minnesota Pollution Control Agency, St. Paul, MN.
- South Washington Watershed District (SWWD). 2005. 2004 Infiltration Monitoring Program Final Report. Emmons and Olivier Resources, Inc.
- State of New Jersey]. 2004. New Jersey Stormwater Best Management Practices Manual. Department of Watershed Management. NJ.
- Tornes, L.H.. 2005. Effects of Rain Gardens on the Quality of Water in the Minneapolis-St. Paul Metropolitan Area of Minnesota. 2002-04. US Geological Survey, Scientific Investigations Report 2005-5189. 22p.
- Vermont Agency of Natural resources. 2002. Vermont Stormwater Management Manual.
- Winer, R. 2000. National Pollutant Removal Performance Database. Center for Watershed Protection.
- Wisconsin DNR. 2004. Bioretention for Infiltration Conservation Practice Standard 1004.
Related pages
- Bioretention terminology (including types of bioretention)
- Overview for bioretention
- Design criteria for bioretention
- Construction specifications for bioretention
- Operation and maintenance of bioretention
- Assessing the performance of bioretention
- Cost-benefit considerations for bioretention
- Calculating credits for bioretention
- Soil amendments to enhance phosphorus sorption
- Summary of permit requirements for bioretention
- Supporting material for bioretention
- External resources for bioretention
- References for bioretention
- Requirements, recommendations and information for using bioretention with no underdrain BMPs in the MIDS calculator
- Requirements, recommendations and information for using bioretention with an underdrain BMPs in the MIDS calculator