Simulating the effect of flow path roughness to examine how green infrastructure restores urban runoff timing and magnitude

被引:15
作者
Yang, Yang [2 ]
Endreny, Theodore A. [3 ]
Nowak, David J. [1 ]
机构
[1] US Forest Serv, USDA, No Res Stn, Syracuse, NY 13210 USA
[2] Davey Inst, Syracuse, NY 13210 USA
[3] SUNY Coll Environm Sci & Forestry, Environm Resource Engn, Syracuse, NY 13210 USA
关键词
Advection-diffusion equation; Flood; Low impact development; Urbanization; Urban planning; LOW IMPACT DEVELOPMENT; LAND-USE CHANGE; STORM-RUNOFF; MODEL; CATCHMENT; DESIGN; COVER; WAVE;
D O I
10.1016/j.ufug.2015.03.004
中图分类号
Q94 [植物学];
学科分类号
071001 ;
摘要
Impervious land cover was the choice for many urban development projects in order to accelerate runoff and reduce the depth and duration of local flooding, however this led to increases in downstream runoff characterized by large, flashy peak flows. Urban ecosystem restoration now involves slowing down urban runoff to restore local hydrology with green infrastructure, which can be installed as single parcels along runoff flow paths; green infrastructure essentially increases the surface roughness, delaying the speed of runoff compared with relatively smooth impervious surfaces. In this study, we present a runoff routing model that inter-compares runoff from different land parcel surfaces with different roughness to help communities quantify how land parcel restoration impacts runoff timing and peak magnitude. Our modeling experiments contrast the timing and magnitude of floods for discrete runoff pathways composed of parcels with different cover types, converting rough rural land cover to smooth impervious cover as well as the restorative impact of relocating impervious area further from the water body or installing green infrastructure along the flow path. We demonstrate how the model is calibrated to match observed runoff for an entire watershed, and how the model can then be used to estimate how land cover changes will affect runoff timing and magnitude. This study introduces how a simple model to represent land parcel surface roughness and stormwater runoff timing and magnitude, allowing for informed watershed restoration planning, urban planning and placement of green infrastructure. (C) 2015 Elsevier GmbH. All rights reserved.
引用
收藏
页码:361 / 367
页数:7
相关论文
共 39 条
  • [1] Ahern J., 2007, CITIES FUTURE INTEGR, P267
  • [2] [Anonymous], 2012, WORLD URBANIZATION P
  • [3] [Anonymous], 2007, P WATER ENV FED
  • [4] Benedict M., 2002, SPRAWL WATCH CLEARIN
  • [5] Benedict M. A., 2002, Renewable Resources Journal, V20, P12
  • [6] Long-term stormwater quantity and quality performance of permeable pavement systems
    Brattebo, BO
    Booth, DB
    [J]. WATER RESEARCH, 2003, 37 (18) : 4369 - 4376
  • [7] Accurate diffusive wave routing
    Cappelaere, B
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (03): : 174 - 181
  • [8] Low impact development practices: A review of current research and recommendations for future directions
    Dietz, Michael E.
    [J]. WATER AIR AND SOIL POLLUTION, 2007, 186 (1-4) : 351 - 363
  • [9] Doherty J., 2001, PEST Surface Water Utilities User's Manual
  • [10] Duncan H. P., 2002, GLOBAL SOLUTIONS URB, P8