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| Kasmin, H., Stovin, V.R. and Hathway, E.A., 2010, Towards a generic rainfall-runoff model for green roofs, Water Science & Technology, 62.4, 898-905. doi: 10.2166/wst.2010.352 | ||||
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| Stovin, V, 2009, “The use of green roofs to manage urban stormwater”, Water and Environment Journal. Published Online: May 12 2009, DOI: 10.1111/j.1747-6593.2009.00174.x | ||||
During spring 2006 the average volume retention was 34% and the average peak reduction was 57%. The key hydrological determinants were the antecedent dry weather period (ADWP), mean rainfall intensity and rainfall depth. Detailed examination of rainfall–runoff relationships in summer 2007 demonstrates the dependency of performance on antecedent moisture conditions. Structural appraisal of a range of flat roof types suggests that retrofitting a green roof will be a feasible option in many cases, particularly for concrete slab roofs. |
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| Stovin, V.R., Jorgensen, A., and Clayden, A., 2008, Street trees and stormwater management, Arboricultural Journal. Vol. 30, No. 4, 297-310, ISSN 0307-1375. |
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Research in North America, particularly by American Forests, suggests that urban tree cover may be directly equated to stormwater volumes and, therefore, to the costs of providing engineered structures for stormwater management. Tree planting policies have been justified on the financial benefits associated with their stormwater management function alone, notwithstanding the broader spectrum of benefits they provide within the urban environment. This paper presents preliminary research aimed at transferring these findings into a UK context. Two residential morphology units (RMUs) have been defined within the city of Sheffield, for which current levels of tree cover have been accurately quantified. Current tree cover levels are relatively low, but approaches to integrating more trees into these two landscape types are outlined. |
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| Stovin, VR , Dunnett, N, Hallam, A, 2007, Green Roofs – getting sustainable drainage off the ground, 6 th International Conference of Sustainable Techniques and Strategies in Urban Water Management (Novatech 2007), Lyon, France, 25-28 June, pp 11-18. ISBN 2-9509337-7-7. | ||||
Abstract: Green roofs have considerable potential for stormwater source control, both for new developments and as a retrofit option. In the UK the lack of local quantitative performance data and modelling tools may explain their limited uptake to date. This paper presents preliminary findings from a small-scale instrumented green roof test plot located in Sheffield, UK. During Spring 2006 the average volume retention was 34% and the average peak reduction 57%. The key hydrological determinants were the antecedent dry weather period, mean rainfall intensity and rainfall depth. Structural appraisal of a range of flat roof types suggests that retrofitting a green roof will be a feasible option in many cases, particularly for concrete slab roofs. |
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