SIMULATION OF COMBINED BEST MANAGEMENT PRACTICES AND LOW IMPACT DEVELOPMENT FOR SUSTAINABLE STORMWATER MANAGEMENT

被引:195
作者
Damodaram, Chandana [1 ]
Giacomoni, Marcio H. [1 ]
Khedun, C. Prakash
Holmes, Hillary [2 ]
Ryan, Andrea [3 ]
Saour, William [4 ]
Zechman, Emily M. [1 ]
机构
[1] Texas A&M Univ, Dept Civil Engn, College Stn, TX 77843 USA
[2] Teachers Amer, Chicago, IL 60606 USA
[3] Univ Texas Austin, Dept Civil Engn, Austin, TX 78712 USA
[4] Benchmark Engn Corp, Houston, TX 77057 USA
来源
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION | 2010年 / 46卷 / 05期
基金
美国国家环境保护局;
关键词
runoff; streamflow; simulation; Best Management Practices; stormwater management; sustainability; watershed management; Low Impact Development; PERMEABLE PAVEMENT; QUALITY PERFORMANCE; RUNOFF; QUANTITY; SURFACE; SLOPE;
D O I
10.1111/j.1752-1688.2010.00462.x
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Urbanization causes increased stormwater runoff volumes, leading to erosion, flooding, and the degradation of instream ecosystem health. Although Best Management Practices (BMPs) are used widely as a means for controlling flood runoff events, Low Impact Development (LID) options have been proposed as an alternative approach to better mimic the natural flow regime by using decentralized designs to control stormwater runoff at the source, rather than at a centralized location in the watershed. For highly urbanized areas, LID practices such as rainwater harvesting, green roofs, and permeable pavements can be used to retrofit existing infrastructure and reduce runoff volumes and peak flows. This paper describes a modeling approach to incorporate these LID practices in an existing hydrologic model to estimate the effects of LID choices on streamflow. The modeling approach has been applied to a watershed located on the campus of Texas A&M University in College Station, Texas, to predict the stormwater reductions resulting from retrofitting existing infrastructure with LID technologies. Results demonstrate that use of these LID practices yield significant stormwater control for small events and less control for flood events. A combined BMP-LID approach is tested for runoff control for both flood and frequent rainfall events.
引用
收藏
页码:907 / 918
页数:12
相关论文
共 41 条
  • [1] [Anonymous], W CAMP STORM DRAIN M
  • [2] *BARN GROM KOS ARC, 2004, CAMP MAST PLAN
  • [3] Evaluation of four permeable pavement sites in eastern North Carolina for runoff reduction and water quality impacts
    Bean, Eban Zachary
    Hunt, William Frederick
    Bidelspach, David Alan
    [J]. JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2007, 133 (06) : 583 - 592
  • [4] Effects of urbanization on channel instability
    Bledsoe, BP
    Watson, CC
    [J]. JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2001, 37 (02): : 255 - 270
  • [5] Forest cover, impervious-surface area, and the mitigation of stormwater impacts
    Booth, DB
    Hartley, D
    Jackson, R
    [J]. JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2002, 38 (03): : 835 - 845
  • [6] Modeled impacts of development type on runoff volume and infiltration performance
    Brander, KE
    Owen, KE
    Potter, KW
    [J]. JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2004, 40 (04): : 961 - 969
  • [7] Long-term stormwater quantity and quality performance of permeable pavement systems
    Brattebo, BO
    Booth, DB
    [J]. WATER RESEARCH, 2003, 37 (18) : 4369 - 4376
  • [8] *BRYAN COLL STAT, 2007, UN STORMW DES GUID
  • [9] Hydrologic behavior of vegetated roofs
    Carter, Timothy L.
    Rasmussen, Todd C.
    [J]. JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2006, 42 (05): : 1261 - 1274
  • [10] Coffman L., 2000, 841B00003 EPA DEP EN