Modelling the long-term suspended sedimentological effects on stormwater pond performance in an urban catchment

被引:26
作者
Ahilan, Sangaralingam [1 ,2 ]
Guan, Mingfu [3 ]
Wright, Nigel [4 ,5 ]
Sleigh, Andrew [1 ]
Allen, Deonie [6 ]
Arthur, Scott [4 ]
Haynes, Heather [4 ]
Krivtsov, Vladimir [4 ]
机构
[1] Univ Leeds, Sch Civil Engn, Leeds, W Yorkshire, England
[2] Univ Exeter, Coll Engn Math & Phys Sci, Ctr Water Syst, Exeter, Devon, England
[3] Univ Hong Kong, Dept Civil Engn, Pok Fu Lam, Hong Kong, Peoples R China
[4] Heriot Watt Univ, Sch Energy Geosci Infrastruct & Soc, Edinburgh, Midlothian, Scotland
[5] Nottingham Trent Univ, Nottingham, England
[6] Univ Toulouse, EcoLab, Paris, France
基金
英国工程与自然科学研究理事会;
关键词
Stormwater pond; Long-term performance; Urbanisation; Flood resilience; Sediment dynamics; Hydro-morphodynamic modelling; IMPERVIOUS SURFACES; DRAINAGE SYSTEMS; CLIMATE-CHANGE; RETURN PERIOD; SOIL-EROSION; LAND-USE; RIVER; TRANSPORT; DETENTION; SEDIMENTATION;
D O I
10.1016/j.jhydrol.2019.02.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The influence of long-term suspended sediment dynamics on stormwater pond performance should not be ignored, but is often neglected in pond design and performance evaluation. This paper provides systematic simulated quantification of long-term suspended sedimentological effects on stormwater pond performance. Integrated hydrological and two-dimensional hydro-morphodynamic modelling and simulations were carried over a 32-year period (1984-2015) covering 3896 rainfall events with a wide range of rainfall volumes, durations and intensities. Three event-based hypothetical rainfall scenarios: non-flood condition (5-year), sewer design condition (30-year), and river flood condition (100-year) rainfall events with 1-h duration, were also simulated for comparison between the traditional event-based approach and the novel approach presented in this study. Simulation results show that the flood peak attenuation and delay are more pronounced for small ( < 5-year) and medium ( < 30-year) flood events. The long-term continuous simulation results indicate that the pond provides positive annual trap efficiencies varying from 2% to 69% for 31 of 32 years, providing long-term water quality benefits downstream. However, an extreme rainfall event in year 2012 flush out the accumulated sedimentation as a shock load to the downstream river, leading to a negative trap efficiency of - 11%. The spatially averaged sediment deposition rate, as predicted by the model, varies with a mean (SD) of 2 (1.34) cm/year over the study period, which resulted in a 24% loss in the pond's volume over 32 years. The impact of the loss in storage on pond flood attenuation capacity are explored at regular time intervals over the study period. The results indicate that reduction in the pond's flood attenuation capacity is relatively more pronounced for medium (30-year) and extreme (100-year) flood events than the frequent small flood (5-year) events. The variation in annual sediment loading with rainfall quantities and patterns are also explored.
引用
收藏
页码:805 / 818
页数:14
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