Stormwater Detention Ponds in Urban Catchments—Analysis and Validation of Performance of Ponds in the Ouseburn Catchment, Newcastle upon Tyne, UK

The impact of stormwater drainage and detention ponds on flooding is assessed using statistical analysis and physically based computer simulation of a 45-year case study for a peri-urban catchment. In 1978, the 54 km<sup>2</sup> Ouseburn catchment in Newcastle upon Tyne was impacted by t...

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Main Authors: Stephen J. Birkinshaw, Chris Kilsby, Greg O’Donnell, Paul Quinn, Russell Adams, Mark E. Wilkinson
Format: Article
Language:English
Published: MDPI AG 2021-09-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/13/18/2521
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spelling doaj-46b2c56c9c534054a2646ee9e422e5aa2021-09-26T01:38:51ZengMDPI AGWater2073-44412021-09-01132521252110.3390/w13182521Stormwater Detention Ponds in Urban Catchments—Analysis and Validation of Performance of Ponds in the Ouseburn Catchment, Newcastle upon Tyne, UKStephen J. Birkinshaw0Chris Kilsby1Greg O’Donnell2Paul Quinn3Russell Adams4Mark E. Wilkinson5School of Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UKSchool of Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UKSchool of Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UKSchool of Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UKSchool of Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UKJames Hutton Institute, Aberdeen AB15 8QH, UKThe impact of stormwater drainage and detention ponds on flooding is assessed using statistical analysis and physically based computer simulation of a 45-year case study for a peri-urban catchment. In 1978, the 54 km<sup>2</sup> Ouseburn catchment in Newcastle upon Tyne was impacted by the connection of a new 2.1 km<sup>2</sup> residential development, directly to the Ouseburn River, via a stormwater drain, which reduced the time to peak and increased flood risk. Further residential developments of 1.6 km<sup>2</sup> have been built since 2004, again with separated sewer systems, but this time linked to stormwater detention ponds before draining into the Ouseburn River. Detailed analysis of the data, confirmed with computer simulation, shows that in contrast with the 1978 intervention, these new developments had only a minimal effect on the flows in the Ouseburn River, in fact achieving a small reduction in peak flows for large events. This study assesses the post-construction efficiency of such systems, and we show that the stormwater detention ponds are working as designed.https://www.mdpi.com/2073-4441/13/18/2521stormwater detention pondsfloodingurban catchmentsstormwater drainageseparated sewer systemsurban development
collection DOAJ
language English
format Article
sources DOAJ
author Stephen J. Birkinshaw
Chris Kilsby
Greg O’Donnell
Paul Quinn
Russell Adams
Mark E. Wilkinson
spellingShingle Stephen J. Birkinshaw
Chris Kilsby
Greg O’Donnell
Paul Quinn
Russell Adams
Mark E. Wilkinson
Stormwater Detention Ponds in Urban Catchments—Analysis and Validation of Performance of Ponds in the Ouseburn Catchment, Newcastle upon Tyne, UK
Water
stormwater detention ponds
flooding
urban catchments
stormwater drainage
separated sewer systems
urban development
author_facet Stephen J. Birkinshaw
Chris Kilsby
Greg O’Donnell
Paul Quinn
Russell Adams
Mark E. Wilkinson
author_sort Stephen J. Birkinshaw
title Stormwater Detention Ponds in Urban Catchments—Analysis and Validation of Performance of Ponds in the Ouseburn Catchment, Newcastle upon Tyne, UK
title_short Stormwater Detention Ponds in Urban Catchments—Analysis and Validation of Performance of Ponds in the Ouseburn Catchment, Newcastle upon Tyne, UK
title_full Stormwater Detention Ponds in Urban Catchments—Analysis and Validation of Performance of Ponds in the Ouseburn Catchment, Newcastle upon Tyne, UK
title_fullStr Stormwater Detention Ponds in Urban Catchments—Analysis and Validation of Performance of Ponds in the Ouseburn Catchment, Newcastle upon Tyne, UK
title_full_unstemmed Stormwater Detention Ponds in Urban Catchments—Analysis and Validation of Performance of Ponds in the Ouseburn Catchment, Newcastle upon Tyne, UK
title_sort stormwater detention ponds in urban catchments—analysis and validation of performance of ponds in the ouseburn catchment, newcastle upon tyne, uk
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2021-09-01
description The impact of stormwater drainage and detention ponds on flooding is assessed using statistical analysis and physically based computer simulation of a 45-year case study for a peri-urban catchment. In 1978, the 54 km<sup>2</sup> Ouseburn catchment in Newcastle upon Tyne was impacted by the connection of a new 2.1 km<sup>2</sup> residential development, directly to the Ouseburn River, via a stormwater drain, which reduced the time to peak and increased flood risk. Further residential developments of 1.6 km<sup>2</sup> have been built since 2004, again with separated sewer systems, but this time linked to stormwater detention ponds before draining into the Ouseburn River. Detailed analysis of the data, confirmed with computer simulation, shows that in contrast with the 1978 intervention, these new developments had only a minimal effect on the flows in the Ouseburn River, in fact achieving a small reduction in peak flows for large events. This study assesses the post-construction efficiency of such systems, and we show that the stormwater detention ponds are working as designed.
topic stormwater detention ponds
flooding
urban catchments
stormwater drainage
separated sewer systems
urban development
url https://www.mdpi.com/2073-4441/13/18/2521
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