Impacts of construction activity on bioretention performance

Journal of Hydrologic Engineering

Volumn 15, Issue 6, 2010, Pages 386-394

  Brown, Robert A ^a   Hunt, William F ^a  

^a North Carolina State University   (United States)

Author keywords

Bioretention; Compaction; Construction impacts; Exfiltration; LID; Low impact development; Storm water runoff

Indexed keywords

BIORETENTION; BIORETENTION CELL; COMPACTED SOIL; CONSTRUCTION ACTIVITIES; DRY SOIL CONDITIONS; EXFILTRATION; FIELD TEST; INFILTRATION CAPACITY; INFILTRATION RATE; LOAMY SAND; LOW IMPACT DEVELOPMENT; SANDY SITES; SOIL COMPACTION; SOIL SURFACES; SOIL TYPES; STORM WATER RUNOFF; SURFACE INFILTRATION; TECHNIQUES USED; WET SOIL;

COMPACTION; CONSTRUCTION INDUSTRY; HYDRAULIC CONDUCTIVITY; RUNOFF; SEEPAGE; SOIL MECHANICS; SOIL MOISTURE; STORM SEWERS; STORMS; WATER SUPPLY;

EXCAVATION;

COMPACTION; EVAPOTRANSPIRATION; EXCAVATION; FILTRATION; HYDRAULIC CONDUCTIVITY; RUNOFF; SOIL MOISTURE; STORMWATER;

EID: 77953970298     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000165     Document Type: Article

References (34)

1. Akram M. Kemper W.D. Infiltration of soils as affected by the pressure and water content at the time of compaction. Soil Sci. Soc. Am. J. 1979, 43(1):1080-1086. SSSJD4, 0361-5995.
2. Amerson R.S. Tyler E.J. Converse J.C. Infiltration as affected by compaction, fines, and contact area of gravel. Proc., 6th National Symp. on Individual and Small Community Sewage Systems: On-site Wastewater Treatment 1991, 214-222, American Society of Agricultural Engineers, St. Joseph, Mich..
3. Amoozegar A. Amoozemeter. Encyclopedia of soil science 2006, 86-92. R. Lal, ed., Taylor and Francis, London.
4. Standard test method for infiltration rate of soils in field using double-ring infiltrometer. 2003, ASTM, ASTM D3385-03, West Conshohocken, Pa.
5. Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. 2005, ASTM, ASTM D2216-05, West Conshohocken, Pa.
6. Bean E.Z. Hunt W.F. Bidelspach D.A. Field survey of permeable pavement surface infiltration rates. J. Irrig. Drain. Eng. 2007, 133(3):249-255. JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(2007)133:3(249).
7. Bouma J. Measuring the hydraulic conductivity of soil horizons with continuous macropores. Soil Sci. Soc. Am. J. 1982, 46(1):438-441. SSSJD4, 0361-5995.
8. Box G.E. Cox D.R. An analysis of transformations. J. R. Stat. Soc. 1964, 26(B):211-246. 0952-8385.
9. Air and water pollution. 2008, Chesapeake Bay Program, Bay pressures, (Oct. 23, 2008).
10. Clark S.E. Pitt R. Influencing factors and a proposed evaluation methodology for predicting groundwater contamination potential from stormwater infiltration activities. Water Environ. Res. 2007, 79(1):29-36. WAERED, 1061-4303, 10.2175/106143006X143173.
11. Davis A.P. Field performance of bioretention: Hydrology impacts. J. Hydrol. Eng. 2008, 13(2):90-95. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2008)13:2(90).
12. Davis A.P. Hunt W.F. Traver R.G. Clar M.E. Bioretention technology: overview of current practice and future needs. J. Environ. Eng. 2009, 135(3):109-117. JOEEDU, 0733-9372, 10.1061/(ASCE)0733-9372(2009)135:3(109).
13. Davis A.P. Shokouhian M. Sharma H. Minami C. Laboratory study of biological retention for urban stormwater management. Water Environ. Res. 2001, 73(1):5-14. WAERED, 1061-4303, 10.2175/106143001X138624.
14. Dierkes C. Geiger W.F. Pollution retention capabilities of roadside soils. Water Sci. Technol. 1999, 39(2):201-208. WSTED4, 0273-1223, 10.1016/S0273-1223(99)00024-4.
15. Emerson C.H. Traver R.G. Multiyear and seasonal variation of infiltration from storm-water best management practices. J. Irrig. Drain. Eng. 2008, 134(5):598-605. JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(2008)134:5(598).
16. Gee G.W. Bauder J.W. Particle-size analysis. Methods of soil analysis. Part 1: Physical and mineralogical methods 1986, 383-411. A. Klute, ed., Soil Science Society of America, Madison, Wis..
17. Gimenez D.C. Dirksen R. Miedema L.A. Eppink A.J. Schoonderbeck D. Surface sealing and hydraulic conductances under varying-intensity rains. Soil Sci. Soc. Am. J. 1992, 56(1):234-242. SSSJD4, 0361-5995.
18. Gregory J.H. Dukes M.D. Jones P.H. Miller G.L. Effect of urban soil compaction on infiltration rate. J. Soil Water Conservat. 2006, 61(3):117-124. JSWCA3, 0022-4561.
19. Horton R. Ankeny M.D. Allmaras R.R. Effects of compaction on soil hydraulic properties. Soil compaction in crop production 1994, 141-165. B. D. Soane, C. van Ouwerkerk, and, eds., Elsevier Science, London.
20. Hunt W.F. Jarrett A.R. Smith J.T. Sharkey L.J. Evaluating bioretention hydrology and nutrient removal at three field sites in North Carolina. J. Irrig. Drain. Eng. 2006, 132(6):600-608. JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(2006)132:6(600).
21. Jones M.P. Hunt W.F. Bioretention impact on runoff temperature in trout sensitive waters. J. Environ. Eng. 2009, 135(8):577-585. JOEEDU, 0733-9372, 10.1061/(ASCE)EE.1943-7870.0000022.
22. Klute A. Water retention: Laboratory methods. Methods of soil analysis. Part 1: Physical and Mineralogical Methods 1986, 635-662. A. Klute, ed., Soil Science Society of America, Madison, Wis..
23. Kwiatkowski M. Welker A.L. Traver R.G. Vanacore M. Ladd T. Evaluation of an infiltration best management practice utilizing pervious concrete. J. Am. Water Resour. Assoc. 2007, 43(5):1208-1222. JWRAF5, 1093-474X, 10.1111/j.1752-1688.2007.00104.x.
24. Li H. Sharkey L.J. Hunt W.F. Davis A.P. Mitigation of impervious surface hydrology using bioretention in North Carolina and Maryland. J. Hydrol. Eng. 2009, 14(4):407-415. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2009)14:4(407).
25. Tar-Pamlico basinwide water quality management plan: December 1994 1994, North Carolina Division of Water Quality (NCDWQ)., North Carolina Department of Environmental and Natural Resources, Division of Water Quality, Raleigh, N.C.
26. Section 12: Bioretention. Stormwater best management practices manual 2007, 12.1-12.31. North Carolina Division of Water Quality (NCDWQ). ., North Carolina Department of Environment and Natural Resources, Division of Water Quality, Raleigh, N.C..
27. Passeport E. Hunt W.F. Line D.E. Smith R.A. Brown R.A. Field study of the ability of two grassed bioretention cells to reduce storm-water runoff pollution. J. Irrig. Drain. Eng. 2009, 135(4):505-510. JIDEDH, 0733-9437, 10.1061/(ASCE)IR.1943-4774.0000006.
28. Pitt R. Chen S. Clark S. Compacted urban soils effects on infiltration and bioretention stormwater control designs. Proc., 9th Int. Conf. on Urban Drainage 2002, ASCE, Reston, Va..
29. Pitt R. Chen S. Clark S. Swenson J. Ong C. Compaction's impacts on urban storm-water infiltration. J. Irrig. Drain. Eng. 2008, 134(5):652-658. JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(2008)134:5(652).
30. Pitt R. Clark S. Field R. Groundwater contamination potential from stormwater infiltration practices. Urban Water 1999, 1:217-236. URWAFE, 1462-0758, 10.1016/S1462-0758(99)00014-X, and .,.
31. Radcliffe D.E. West L.T. Hubbard R.K. Asmussen L.E. Surface sealing in coastal plains loamy sands. Soil Sci. Soc. Am. J. 1991, 55(1):223-227. SSSJD4, 0361-5995.
32. Shuster W.D. Gehring R. Gerken J. Prospects for enhanced groundwater recharge via infiltration of urban storm water runoff: a case study. J. Soil Water Conservat. 2007, 62(3):129-137. JSWCA3, 0022-4561.
33. Tyner J.S. Wright W.C. Dobbs P.A. Increasing exfiltration from pervious concrete and temperature monitoring. J. Environ. Manage. 2009, 90(8):2636-2641. JEVMAW, 0301-4797, 10.1016/j.jenvman.2009.02.007.
34. National water quality inventory: Report to Congress-2002 reporting cycle. 2007, U.S. EPA, Rep. No.EPA 841-R-07-001, U.S. EPA, Washington, D.C.