Assessing the Benefits of Nature-Based Solutions in a Storm Drainage System – a Case Study
DOI:
https://doi.org/10.7251/AGGPLUS/2109050TKeywords:
green infrastructure, rainfall-runoff model, water quality, stormwater drainage systemAbstract
In most developing countries, stormwater drainage practice consists of a conventional storm drainage system designed to collect and convey excess runoff to the recipient as soon as possible, without any attenuation or peak flow decreasing effects. This paper aims to show the overall need for change in the urban drainage paradigm by showing the effects of reconstruction of the existing conventional stormwater drainage system into a new one by including green elements. Part of the existing system is replaced with vegetated swales, and two detention ponds are added in the common green areas (parks). Effects are analysed through a comparison of results from a mathematical rainfall-runoff model for the existing and reconstructed stormwater drainage system for both water quality and quantity at the sub-basin outlet point. The cost-effectiveness of the applied measures is quantified by comparing construction prices for the existing and the reconstructed system. The obtained results clearly show an urgent need for stormwater drainage practice improvement in countries where the conventional approach is still in use.
References
K. Kimic and K. Ostrysz, “Assessment of blue and green infrastructure solutions in shaping urban public spaces—spatial and functional, environmental, and social aspects,” Sustain., vol. 13, no. 19, 2021, doi: 10.3390/su131911041
B. Woods-Ballard, R. Kellagher, P. Martin, C. Jefferies, R. Bray, and P. Shaffer, The SUDS manual. London: CIRIA, 2007.
B. Woods Ballard et al., The SUDS manual, CIRIA C753. London: CIRIA, 2015.
US EPA - United States Environmental Protection Agency, “Guidance Manual for Developing Best Management Practices (BMP),” EPA 833-B-93-004, no. October. US EPA, Washington D.C., pp. 1–201, 1993, [Online]. Available: https://www3.epa.gov/npdes/pubs/owm0274.pdf
Moreton Bay Waterways, Catchments Patrnerships, and WBM Oceanics and Ecological Engineering, “Water Sensitive Urban Design Technical Design Guidelines for South East Queensland,” 2006. [Online]. Available: http://hlw.org.au/u/lib/mob/20151210164506_9581d6262ed405324/2006_wsudtechdesignguidelines-4mb.pdf
M. R. van Roon and H. van Roon, “Low Impact Urban Design and Development Principles for Assessment of Planning, Policy and Development Outcomes,” 2005. [Online]. Available: https://www.researchgate.net/publication/237434014_Low_Impact_Urban_Design_and_Development_Principles_for_Assessment_of_Planning_Policy_and_Development_Outcomes
J. Puddephatt and V. Heslop, “Low impact urban design and development: concept, policy, practice,” 2007. [Online]. Available: https://www.landcareresearch.co.nz/publications/researchpubs/LIUDD_Policy_Puddephat_2007.pdf
R. Božović, Č. Maksimović, A. Mijić, K. M. Smith, I. Suter, and M. van Reeuwijk, “Blue Green Solutions: A Systems Approach to Sustainable, Resilient and Cost-Efficient Urban Development,” London: Climate-KIC, 2015. [Online]. Available: http://bgd.org.uk/
V. Stovin, G. Vesuviano, and H. Kasmin, “The hydrological performance of a green roof test bed under UK climatic conditions,” J. Hydrol., vol. 414–415, pp. 148–161, 2012, doi: https://doi.org/10.1016/j.jhydrol.2011.10.022
X. Wang, Y. Tian, and X. Zhao, “The influence of dual-substrate-layer extensive green roofs on rainwater runoff quantity and quality,” Sci. Total Environ., vol. 592, pp. 465–476, 2017, doi: 10.1016/j.scitotenv.2017.03.124
C. Jiang, J. Li, H. Li, and Y. Li, “Experiment and simulation of layered bioretention system for hydrological performance,” J. Water Reuse Desalin., vol. 9, no. 3, pp. 319–329, 2019, doi: 10.2166/wrd.2019.008
S. G. Milandri et al., “The performance of plant species in removing nutrients from stormwater in biofiltration systems in Cape Town,” Water SA, vol. 38, no. 5, pp. 655–662, 2012, doi: 10.4314/wsa.v38i5.2
B. N. Young, J. M. Hathaway, W. A. Lisenbee, and Q. He, “Assessing the runoffreduction potential of highway swales and WinSLAMM as a predictive tool,” Sustain., vol. 10, no. 8, 2018, doi: 10.3390/su10082871
B. Pereira, L. M. David, and A. Galvão, “Green Infrastructures in Stormwater Control and Treatment Strategies,” Proceedings, vol. 48, no. 1, p. 7, 2019, doi: 10.3390/ecws-4-06526
J. Dicks, O. Dellaccio, and J. Stenning, “Economic costs and benefits of nature-based solutions to mitigate climate change,” 2020. [Online]. Available: www.neweconomicthinking.org
“StormNET Technical reference.” Boss International, Madison, USA, 2008.
US EPA - United States Environmental Protection Agency, “SWMM - Stormwater Management Model.” [Online]. Available: https://www.epa.gov/water-research/storm-water-management-model-swmm
W. C. Huber, J. P. Heaney, M. A. Medina, W. A. Peltz, H. Sheikh, and G. F. Smith, “Storm Water Management Model User’S Manuel. Version Ii.,” no. EPA-600/R-14/413b, 2015, [Online]. Available: https://www.epa.gov/sites/default/files/2019-02/documents/epaswmm5_1_manual_master_8-2-15.pdf
“StormNET User’s manual.” Boss International, Madison, USA, 2009.
W. Rauch et al., “Mathematical modelling of integrated urban drainage systems.” 2001.
J. Vaze and F. H. S. Chiew, “Experimental study of pollutant accumulation on an urban road surface,” Urban Water, vol. 4, no. 4, pp. 379–389, 2002, doi: https://doi.org/10.1016/S1462-0758(02)00027-4
M. J. Manning, R. H. Sullivan, and T. M. Kipp, “Nationwide Evaluation of Combined Sewer Overflows and Urban Stormwater Discharges - Vol. III: Characterization of Discharges,” Cincinnati, Ohio, 1977.
US EPA - United States Environmental Protection Agency, “Results of the Nationwide urban runoff program.” US EPA, Washington, 1983.
J. Marsalek and M. Viklander, “Controlling contaminants in urban stormwater: Linking environmental science and policy,” in On the water front: Selections from the 2010 World Water Week in Stockholm, vol. 2, J. Lundqvist, Ed. Stockholm: Stockholm International Water Institute, 2010, pp. 101–108.
Ž. Topalović, “Improvement of storm drainage practice in South Eastern Europe,” Faculty of Civil Engineering, Belgrade, 2009.
US Army Corps of Engineers, “HEC-1 Flood Hydrograph Package User ’ s Manual,” no. June. US Army Corps of Engineers, 1998.
ASCE, Design and Construction of Urban Stormwater Management Systems. New York: American Society of Civil Engineers, 1992.
U. S. Department of Agriculture, “Small Watershed Hydrology: WinTR-55 User Guide.” Natural Resources Conservation Service, p. 142, 2009, [Online]. Available: http://www.nrcs.usda.gov/wps/portal/nrcs/detailfull/national/water/?cid=stelprdb1042901
W. J. Rawls, D. L. Brakensiek, and N. Miller, “Green‐ampt Infiltration Parameters from Soils Data,” J. Hydraul. Eng., vol. 109, no. 1, pp. 62–70, Jan. 1983, doi: 10.1061/(ASCE)0733-9429(1983)109:1(62)
E. Strassler, J. Pritts, and K. Strellec, Preliminary Data Summary of Urban Storm Water Best Management Practices. Washington: US EPA, 1999.
M. Baptista, N. Nascimento, L. M. A. Castro, and W. Fernandes, “Multicriteria evaluation for urban storm drainage,” 2007.
National SUDS Working Group, Interim code of practice for sustainable drainage systems. National SUDS Working Group, 2004.
J. Parkinson and O. Mark, Urban stormwater Management in Developing Countries. London: IWA Publishing, 2005.
C. Xu et al., “Benefits of coupled green and grey infrastructure systems: Evidence based on analytic hierarchy process and life cycle costing,” Resour. Conserv. Recycl., vol. 151, no. April, pp. 1–10, 2019, doi: 10.1016/j.resconrec.2019.104478
L. Hoang and R. A. Fenner, “System interactions of stormwater management using sustainable urban drainage systems and green infrastructure,” Urban Water J., vol. 13, no. 7, pp. 739–758, 2016, doi: 10.1080/1573062X.2015.1036083