Assessing the effects of four SUDS scenarios on combined sewer overflows in Oslo, Norway: evaluating the low-impact development module of the Mike Urban model

被引:30
作者
Hernes, Ragni R. [1 ]
Gragne, Ashenafi S. [2 ]
Abdalla, Elhadi M. H. [2 ]
Braskerud, Bent C. [3 ]
Alfredsen, Knut [2 ]
Muthanna, Tone M. [2 ]
机构
[1] Sweco Norge AS, Dammensveien 260,Postboks 80, N-0212 Oslo, Norway
[2] Norwegian Univ Sci & Technol NTNU, Dept Civil & Environm Engn, Trondheim, Norway
[3] Agcy Water & Wastewater Serv, Herslebsgate 5, N-0561 Oslo, Norway
来源
HYDROLOGY RESEARCH | 2020年 / 51卷 / 06期
关键词
bioretention cell; flow duration curve; green roof; rain garden; sustainable urban drainage system; CLIMATE-CHANGE; DRAINAGE; SWMM; URBANIZATION; SYSTEMS;
D O I
10.2166/nh.2020.070
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Paved surfaces, increased precipitation intensities in addition to limited capacity in the sewer systems, cause a higher risk of combined sewer overflows (CSOs). Sustainable drainage systems (SUDS) offer an alternative approach to mitigate CSO by managing the stormwater locally. Seven SUDS scenarios, developed based on the concept of effective impervious area reduction, have been implemented in the Grefsen catchment using the Mike Urban model. This study evaluated the hydrological performance of two SUDS controls (i.e. green roof (GR) and rain garden (RG)) modules of the model and the effect of the SUDS scenarios on the CSOs using event-based and continuous simulations. The Nash-Sutcliffe efficiency (NSE) along with flow duration curves (FDCs) has been used for evaluating the model performance. Event-based evaluations revealed the superior performance of the RG in reducing CSOs for larger precipitation events, while GRs were proven to have beneficial outcomes during smaller events. The study illustrated another way of assessing the continuous simulations by employing the FDCs. The FDCs were assessed against a discharge threshold at the outlet (which authorities can set as design criteria) of the catchment in terms of the extent, each scenario reduced occurrence and duration of outflow that invokes flow in the overflow pipe.
引用
收藏
页码:1437 / 1454
页数:18
相关论文
共 35 条
  • [1] Spatial Evaluation of Multiple Benefits to Encourage Multi-Functional Design of Sustainable Drainage in Blue-Green Cities
    Andrew, Richard Fenner
    [J]. WATER, 2017, 9 (12):
  • [2] [Anonymous], 2015, STORM WATER MANAGEME
  • [3] PROPHECY, REALITY AND UNCERTAINTY IN DISTRIBUTED HYDROLOGICAL MODELING
    BEVEN, K
    [J]. ADVANCES IN WATER RESOURCES, 1993, 16 (01) : 41 - 51
  • [4] Quantitative and qualitative assessment of the impact of climate change on a combined sewer overflow and its receiving water body
    Bi, Eustache Goore
    Monette, Frederic
    Gachon, Philippe
    Gasperi, Johnny
    Perrodin, Yves
    [J]. ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2015, 22 (15) : 11905 - 11921
  • [5] Braskerud B. C., 2013, 32013 NVE
  • [6] Braskerud B. C., 2014, 652014 NVE
  • [7] Assessing cost-effectiveness of specific LID practice designs in response to large storm events
    Chui, Ting Fong May
    Liu, Xin
    Zhan, Wenting
    [J]. JOURNAL OF HYDROLOGY, 2016, 533 : 353 - 364
  • [8] DHI, 2017, MIKE URBAN COLL SYST
  • [9] Performance and implementation of low impact development - A review
    Eckart, Kyle
    McPhee, Zach
    Bolisetti, Tirupati
    [J]. SCIENCE OF THE TOTAL ENVIRONMENT, 2017, 607 : 413 - 432
  • [10] SUDS, LID, BMPs, WSUD and more - The evolution and application of terminology surrounding urban drainage
    Fletcher, Tim D.
    Shuster, William
    Hunt, William F.
    Ashley, Richard
    Butler, David
    Arthur, Scott
    Trowsdale, Sam
    Barraud, Sylvie
    Semadeni-Davies, Annette
    Bertrand-Krajewski, Jean-Luc
    Mikkelsen, Peter Steen
    Rivard, Gilles
    Uhl, Mathias
    Dagenais, Danielle
    Viklander, Maria
    [J]. URBAN WATER JOURNAL, 2015, 12 (07) : 525 - 542