Divergent Vegetation Growth Patterns Relative to Bioinfiltration Unit Size and Plant Placement

Author:

Brown Robert A.1,O’Connor Thomas P.2,Borst Michael3

Affiliation:

1. Postdoctoral Fellow, Oak Ridge Institute for Science and Education through U.S. EPA, 2890 Woodbridge Ave., MS-104, Edison, NJ 08837.

2. Environmental Engineer, U.S. EPA, Office of Research and Development (ORD)/National Risk Management Research Laboratory (NRMRL)/Water Supply and Water Resources Division (WSWRD)/Urban Watershed Management Branch (UWMB), 2890 Woodbridge Ave., MS-104, Edison, NJ 08837 (corresponding author).

3. Chemical Engineer, U.S. EPA, Office of Research and Development (ORD)/National Risk Management Research Laboratory (NRMRL)/Water Supply and Water Resources Division (WSWRD)/Urban Watershed Management Branch (UWMB), 2890 Woodbridge Ave., MS-104, Edison, NJ 08837.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology

Reference29 articles.

1. Allen R. G. Pereira L. S. Raes D. and Smith M. (1998). “Crop evapotranspiration—Guidelines for computing crop water requirements.” Food and Agricultural Organization (FAO) Irrigation and Drainage Paper 56 Rome.

2. ASTM. (2010). “Standard test method for particle size analysis and sand shape grading of golf course putting green and sports field rootzone mixes.” F1632-03 West Conshohocken PA.

3. Brown J. K. Oberheu R. D. and Johnston C. M. (1982). “Handbook for inventorying surface fuels and biomass in the interior west.” Rep. INT-129 Intermountain Forest and Range Experiment Station USDA Ogden UT.

4. Improving bioretention/biofiltration performance with restorative maintenance

5. Campbell Scientific. (2011). “Instruction manual: CS616 and CS625 water content reflectometers.” Logan UT.

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