Bioretention Technology: Overview of Current Practice and Future Needs

被引:598
作者
Davis, Allen P. [2 ]
Hunt, William F. [1 ]
Traver, Robert G. [3 ]
Clar, Michael [4 ]
机构
[1] N Carolina State Univ, Dept Biol & Agr Engn, Raleigh, NC 27695 USA
[2] Univ Maryland, Dept Civil & Environm Engn, College Pk, MD 20742 USA
[3] Villanova Univ, Dept Civil & Environm Engn, Villanova, PA 19085 USA
[4] Ecosite Inc, Columbia, MD 21045 USA
关键词
WATER-QUALITY IMPROVEMENT; STORM-WATER; PARTIAL EXFILTRATION; FIELD PERFORMANCE; RAINFALL-RUNOFF; REMOVAL; RETENTION; HYDROLOGY; QUANTITY; SOLIDS;
D O I
10.1061/(ASCE)0733-9372(2009)135:3(109)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Bioretention, or variations such as bioinfiltration and rain gardens, has become one of the most frequently used storm-water management tools in urbanized watersheds. Incorporating both filtration and infiltration, initial research into bioretention has shown that these facilities substantially reduce runoff volumes and peak flows. Low impact development, which has a goal of modifying postdevelopment hydrology to more closely mimic that of predevelopment, is a driver for the use of bioretention in many parts of the country. Research over the past decade has shown that bioretention effluent loads are low for suspended solids, nutrients, hydrocarbons, and heavy metals. Pollutant removal mechanisms include filtration, adsorption, and possibly biological treatment. Limited research suggests that bioretention can effectively manage other pollutants, such as pathogenic bacteria and thermal pollution, as well. Reductions in pollutant load result from the combination of concentration reduction and runoff volume attenuation, linking water quality and hydrologic performance. Nonetheless, many design questions persist for this practice, such as maximum pooling bowl depth, minimum fill media depth, fill media composition and configuration, underdrain configuration, pretreatment options, and vegetation selection. Moreover, the exact nature and impact of bioretention maintenance is still evolving, which will dictate long-term performance and life-cycle costs. Bioretention usage will grow as design guidance matures as a result of continued research and application.
引用
收藏
页码:109 / 117
页数:9
相关论文
共 44 条
  • [1] [Anonymous], P LOW IMP DEV URB EC
  • [2] [Anonymous], THESIS N CAROLINA ST
  • [3] [Anonymous], 2016, STORMW MAN BEST MAN
  • [4] Ecology ditch: A best management practice for storm water runoff mitigation
    Barber, ME
    King, SG
    Yonge, DR
    Hathhorn, WE
    [J]. JOURNAL OF HYDROLOGIC ENGINEERING, 2003, 8 (03) : 111 - 122
  • [5] Clar M.L., 1993, Design manual for use of bio-retention in storm water management
  • [6] Field performance of bioretention: Hydrology impacts
    Davis, Allen P.
    [J]. JOURNAL OF HYDROLOGIC ENGINEERING, 2008, 13 (02) : 90 - 95
  • [7] Field performance of bioretention: Water quality
    Davis, Allen P.
    [J]. ENVIRONMENTAL ENGINEERING SCIENCE, 2007, 24 (08) : 1048 - 1064
  • [8] Water quality improvement through bioretention media: Nitrogen and phosphorus removal
    Davis, AP
    Shokouhian, M
    Sharma, H
    Minami, C
    [J]. WATER ENVIRONMENT RESEARCH, 2006, 78 (03) : 284 - 293
  • [9] Water quality improvement through bioretention: Lead, copper, and zinc removal
    Davis, AP
    Shokouhian, M
    Sharma, H
    Minami, C
    Winogradoff, D
    [J]. WATER ENVIRONMENT RESEARCH, 2003, 75 (01) : 73 - 82
  • [10] Laboratory study of biological retention for urban stormwater management
    Davis, AP
    Shokouhian, M
    Sharma, H
    Minami, C
    [J]. WATER ENVIRONMENT RESEARCH, 2001, 73 (01) : 5 - 14