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The goal of the research was to investigate the retention capacity of six green roof models (SHP1, SHP2, SHP3, SH, S, and SP) constructed with the use of the square-shaped plastic trays, Floradrain FD 25 drainage elements, SF filter sheets, and the specified extensive substrates (with or without the hydrogel amendment). The SHP1 and SHP2 models were constructed in March 2017, SHP3 and SH – in November 2017, while S and SP – in April 2018. Four models (SHP1, SHP2, SHP3, and SP) contained the plants (the goldmoss stonecrop Sedum Acre), whereas two models (S and SH) did not contain the vegetation. The substrates of SHP1, SHP2, SHP3, and SH models contained the hydrogel admixtures. The investigations were conducted with the use of simulated (and partially natural) precipitations. The water retention capacity of each green roof model was established based on the difference between the precipitation volume and the volume of runoff from a model. The results show that green roofs can be useful stormwater management tools. The calculated stormwater retention rates ranged from 29.50% to 85.15%. In most cases, the best water retention capacity was exhibited by the SHP3 model, constructed in November 2017 and planted in April 2018, containing the substrate amended with superabsorbent (cross-linked potassium polyacrylate). The similarly constructed SHP1 and SHP2 models, which were built in March 2017, in some cases had lower water retention capacity. These models contained older hydrogel and were overgrown with older, smaller, and worse looking plants, partially supplanted by mosses. Such results indicate that the efficiency of hydrogel may decrease over time. In many cases, the S (not vegetated, without hydrogel), SH (not vegetated, with substrate containing hydrogel), and SP (vegetated, without hydrogel) models had slightly lower water retention capacity. The results of investigations indicate that there was a relatively strong positive linear correlation between the retention depth and duration of the antecedent period elapsed from the preceding total (or substantial) saturation of the green roof models (labelled in this article as period since total saturation – PSTS). The weather conditions i.e. air temperature and relative humidity as well as PSTS are very important parameters that influence the retention capacity of the green roof models. The result show that duration of PSTS can be stronger correlated with the retention depth than antecedent dry period (ADP) elapsed from the end of last precipitation, regardless of its depth and intensity.
Czasopismo
Rocznik
Tom
Strony
195--204
Opis fizyczny
Bibliogr. 26 poz., rys., tab.
Twórcy
autor
- Faculty of Infrastructure and Environment, Czestochowa University of Technology, Brzeźnicka 60A, 42-215 Częstochowa, Poland
autor
- Faculty of Infrastructure and Environment, Czestochowa University of Technology, Brzeźnicka 60A, 42-215 Częstochowa, Poland
autor
- Faculty of Infrastructure and Environment, Czestochowa University of Technology, Brzeźnicka 60A, 42-215 Częstochowa, Poland
autor
- Faculty of Infrastructure and Environment, Czestochowa University of Technology, Brzeźnicka 60A, 42-215 Częstochowa, Poland
Bibliografia
- 1. Akther M., He J., Chu A., Huang J., van Duin B. 2018. A Review of Green Roof Applications for Managing Urban Stormwater in Different Climatic Zones. Sustainability, 10(8), 2864. DOI: 10.3390/su10082864.
- 2. Aung T.H., Khabbaz H., Fatahi B. 2016. Parametric Study of Applied Stresses on Infiltration Modular Cells installed under Roads. Procedia Engineering, 143, 1325–1332. DOI: 10.1016/j.proeng.2016.06.154.
- 3. Baryła A., Karczmarczyk A., Bus A., Hewelke E. 2019. Influence of environmental factors on retention of extensive green roofs with different substrate composition. E3S Web Conf., 86, 00026. DOI: 10.1051/e3sconf/20198600026.
- 4. Burszta-Adamiak E. 2012. Analysis of the retention capacity of green roofs. J. Water Land Dev., 16(I-IV), 3–9.
- 5. Czemiel-Berndtsson J. 2010. Green roof performance towards management of runoff water quantity and quality: a review. Ecol. Eng., 36, 351–360. DOI: 10.1016/j.ecoleng.2009.12.014.
- 6. Czemiel-Berndtsson J., Bengtsson L., Jinno K. 2009. Runoff water quality from intensive and extensive vegetated roofs. Ecol. Eng., 35, 369–380. DOI: 10.1016/j.ecoleng.2008.09.020.
- 7. Czemiel-Berndtsson J., Emilsson T., Bengtsson L. 2006. The influence of extensive vegetated roofs on runoff water quality. Sci. Total. Environ., 355, 48–63. DOI: 10.1016/j.scitotenv.2005.02.035.
- 8. Edwards E.C., Harter T., Fogg G.E., Washburn B., Hamad H. 2016. Assessing the effectiveness of drywells as tools for stormwater management and aquifer recharge and their groundwater contamination potential. J. Hydrol., 539, 539–553. DOI: 10.1016/j.jhydrol.2016.05.059.
- 9. Erickson A.J., Taguchi V.J., Gulliver J.S. 2018. The Challenge of Maintaining Stormwater Control Measures: A Synthesis of Recent Research and Practitioner Experience. Sustainability, 10, 3666. DOI: 10.3390/su10103666.
- 10. Farrell C., Ang X.Q., Rayner J.P. 2013. Waterretention additives increase plant available water in green roof substrates. Ecol. Eng., 52, 112–118. DOI: 10.1016/j.ecoleng.2012.12.098.
- 11. Fletcher T.D. et al. 2015. SUDS, LID, BMPs, WSUD and more – The evolution and application of terminology surrounding urban drainage. Urban Water Journal, 12(7), 3–20. DOI: 10.1080/1573062X.2014.916314.
- 12. Getter K.L., Rowe D.B. 2006. The Role of Extensive Green Roofs in Sustainable Development. Hort. Science, 41(5), 1276–1285.
- 13. Getter K.L., Rowe D.B., Andresen J.A. 2007. Quantifying the effect of slope on extensive green roof stormwater retention. Ecol. Eng., 31, 225–231. DOI: 10.1016/j.ecoleng.2007.06.004.
- 14. Gong Y., Yin D., Fang X., Li J. 2018. Factors Affecting Runoff Retention Performance of Extensive Green Roofs. Water, 10, 1217, DOI: 10.3390/ w10091217.
- 15. Grant G. 2006. Extensive Green Roofs in London. Urban Habitats, 4(1), 51–65.
- 16. Hüttermann A., Orikiriza L.J.B., Agaba H. 2009. Application of superabsorbent polymers for improving the ecological chemistry of degraded or polluted lands. Clean – Soil Air Water, 37(7), 517–526. DOI: 10.1002/clen.200900048.
- 17. Jato-Espino D., Sillanpää N., Charlesworth S.M., Andrés-Doménech I. 2016. Coupling GIS with Stormwater Modelling for the Location Prioritization and Hydrological Simulation of Permeable Pavements in Urban Catchments. Water , 8(10), 451. DOI: 10.3390/w8100451.
- 18. Lejcuś K., Śpitalniak M., Dąbrowska J. 2018. Swelling behaviour of superabsorbent polymers for soil amendment under different loads. Polymers, 10(3), 271. DOI: 10.3390/polym10030271.
- 19. Mentens J., Raes D., Hermy M. 2006. Green roofs as a tool for solving the rainwater runoff problem in the urbanized 21st century? Landscape Urban Plan., 2006, 77, 217–226. DOI: 10.1016/j.landurbplan.2005.02.010.
- 20. Mrowiec M., Ociepa E., Malmur R., Deska I. 2018. Sustainable Water Management in Cities under Climate Changes. Problems of Sustainable Development, 13(1), 133–138.
- 21. Ramos H.M., Pérez-Sánchez M.P., Franco A.B., López-Jiménez P.A. 2017. Urban Floods Adaptation and Sustainable Drainage Measures. Fluids, 2, 61. DOI: 10.3390/fluids2040061.
- 22. Savi T., Marin M., Boldrin D., Incerti G., Andri S., Nardini A. 2014. Green roofs for a drier world: Effects of hydrogel amendment on substrate and plant water status. Sci. Total Environ., 490, 467–476. DOI: 10.1016/j.scitotenv.2014.05.020.
- 23. Schultz I., Sailor D.J., Starry O. 2018. Effects of substrate depth and precipitation characteristics on stormwater retention by two green roofs in Portland OR. J. Hydrol. Reg. Stud., 18, 110–118. DOI: 10.1016/j.ejrh.2018.06.008.
- 24. USEPA. 2007. Reducing Stormwater Costs through Low Impact Development (LID) Strategies and Practices, EPA 841-F-07–006, December 2007.
- 25. VanWoert N.D., Rowe D.B., Andresen J.A., Rugh C.L., Fernandez R.T., Xiao L. 2005. Green Roof Stormwater Retention: Effects of Roof Surface, Slope, and Media Depth. J. Environ. Qual., 34, 1036–1044. DOI: 10.2134/jeq2004.0364.
- 26. Young T., Cameron D.D., Sorrill J., Edwards T., Phoenix G.K. 2014. Importance of different components of green roof substrate on plant growth and physiological performance. Urban Forestry & Urban Greening, 13(3), 507–516. DOI: 10.1016/j. ufug.2014.04.007.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-54ee688a-e6bb-4846-b8aa-782c64bc89ff