Determination of Grass Swale Hydrological Performance with Rainfall-Watershed-Swale Experimental Setup
Publication: Journal of Hydrologic Engineering
Volume 28, Issue 3
Abstract
High urbanization adversely affects the hydrological behavior of watersheds. Therefore, different stormwater management strategies have been put forward to mitigate these negative effects. Grass swales are one of the environmentally friendly practices that are widely used today as an alternative to traditional infrastructure systems to reduce the peak flow rates, increase infiltration, and the time of concentration. The determination of the effective parameters on the hydrological characteristics of grass swales plays an important role in identification of proper design criteria. To this end, hydrological experiments were conducted by designing a grass swale module and integrating it into a large-scale rainfall-watershed-swale (RWS) experimental setup. The potential effective parameters (rainfall, soil, grass type, drainage area, and grass height) on the hydrological performance of the grass swales were tested with six different swale configurations by the controlled laboratory experiments. Experimental results show that swales decrease the peak flow significantly. In addition, hydrological performance of swales decreases with the increase in rainfall intensity or rainfall duration. Moreover, the soil and grass type have a significant effect on the peak flow reduction and drainage performance of the swales.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This study was conducted as a part of Research Project with ID No. 32929 funded by the Istanbul University-Cerrahpasa Scientific Research Projects Unit. The authors would like to thank the Istanbul University-Cerrahpasa Scientific Research Projects Unit for their support.
References
Abida, H., and J. F. Sabourin. 2006. “Grass swale-perforated pipe systems for stormwater management.” J. Irrig. Drain. Eng. 132 (1): 55–63. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:1(55).
Abida, H., J. F. Sabourin, and M. Ellouze. 2007. “ANSWAPPS: Model for the analysis of grass swale-perforated pipe systems.” J. Irrig. Drain. Eng. 133 (3): 211–221. https://doi.org/10.1061/(ASCE)0733-9437(2007)133:3(211).
Ackerman, D., and E. D. Stein. 2008. “Evaluating the effectiveness of best management practices using dynamic modeling.” J. Environ. Eng. 134 (8): 628–639. https://doi.org/10.1061/(ASCE)0733-9372(2008)134:8(628).
Ahiablame, L. M., B. A. Engel, and I. Chaubey. 2012. “Effectiveness of low impact development practices: Literature review and suggestions for future research.” Water Air Soil Pollution 223 (7): 4253–4273. https://doi.org/10.1007/s11270-012-1189-2.
ASTM. 2009a. Standard test method for permeability of granular soils (constant head). ASTM D2434-19. West Conshohocken, PA: ASTM.
ASTM. 2009b. Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913-04(2009)e1. West Conshohocken, PA: ASTM.
Bäckström, M. 2002. “Sediment transport in grassed swales during simulated runoff events.” Water Sci. Technol. 45 (7): 41–49. https://doi.org/10.2166/wst.2002.0115.
Barrett, M. E. 2005. “Performance comparison of structural stormwater best management practices.” Water Environ. Res. 77 (1): 78–86. https://doi.org/10.2175/106143005X41654.
Blackler, G. E., and J. C. Y. Guo. 2013. “Paved area reduction factors under temporally varied rainfall and infiltration.” J. Irrig. Drain. Eng. 139 (2): 173–179. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000506.
Ciou, S. K., J. T. Kuo, P. H. Hsieh, and G. H. Yu. 2012. “Optimization model for BMP placement in a reservoir watershed.” J. Irrig. Drain. Eng. 138 (8): 736–747. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000458.
Davis, A. P., J. H. Stagge, E. Jamil, and H. Kim. 2012. “Hydraulic performance of grass swales for managing highway runoff.” Water Res. 46 (20): 6775–6786. https://doi.org/10.1016/j.watres.2011.10.017.
Deletic, A. 2001. “Modelling of water and sediment transport over grassed areas.” J. Hydrol. 248 (1–4): 168–182. https://doi.org/10.1016/S0022-1694(01)00403-6.
Deletic, A. 2005. “Sediment transport in urban runoff over grassed areas.” J. Hydrol. 301 (1–4): 108–122. https://doi.org/10.1016/j.jhydrol.2004.06.023.
Deletic, A., and T. D. Fletcher. 2006. “Performance of grass filters used for stormwater treatment—A field and modelling study.” J. Hydrol. 317 (3–4): 261–275. https://doi.org/10.1016/j.jhydrol.2005.05.021.
Fassman, E. A., and M. Liao. 2009. “Monitoring of a series of swales within a stormwater treatment train.” In Proc., 32nd Hydrology and Water Resources Symp., 368–378. Barton, Australia: Engineers Australia.
Gao, J., J. Pan, R. Tang, S. Guo, and Y. Liu. 2019. “LID facility layout and hydrologic impact simulation in an expressway service area.” Polish J. Environ. Stud. 28 (6): 4153–4162. https://doi.org/10.15244/pjoes/99069.
Gao, J., R. Wang, J. Huang, and M. Liu. 2015. “Application of BMP to urban runoff control using SUSTAIN model: Case study in an industrial area.” Ecol. Modell. 318 (Dec): 177–183. https://doi.org/10.1016/j.ecolmodel.2015.06.018.
Gülbaz, S., and C. M. Kazezyılmaz-Alhan. 2017. “Experimental investigation on hydrologic performance of LID with rainfall-watershed-bioretention system.” J. Hydrol. Eng. 22 (1): D4016003. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001450.
Guo, J. C. Y. 2008. “Volume-based imperviousness for storm water designs.” J. Irrig. Drain. Eng. 134 (2): 193–196. https://doi.org/10.1061/(ASCE)0733-9437(2008)134:2(193).
Imteaz, M. A., A. Ahsan, A. Rahman, and F. Mekanik. 2013. “Modelling stormwater treatment systems using MUSIC: Accuracy.” Resour. Conserv. Recycl. 71 (Feb): 15–21. https://doi.org/10.1016/j.resconrec.2012.11.007.
Jy Wu, B. S., C. J. Allan, W. L. Saunders, and J. B. Evett. 1998. “Characterization and pollutant loading estimation for highway runoff.” J. Environ. Eng. 124 (7): 584–592. https://doi.org/10.1061/(ASCE)0733-9372(1998)124:7(584).
Kirby, J. T., S. R. Durrans, R. Pitt, and P. D. Johnson. 2005. “Hydraulic resistance in grass swales designed for small flow conveyance.” J. Hydraul. Eng. 131 (1): 65–68. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:1(65).
Leroy, M., F. Portet-Koltalo, M. Legras, F. Lederf, V. Moncond’huy, I. Polaert, and S. Marcotte. 2016. “Performance of vegetated swales for improving road runoff quality in a moderate traffic urban area.” Sci. Total Environ. 566–567 (Oct): 113–121. https://doi.org/10.1016/j.scitotenv.2016.05.027.
Li, Y., J. J. Huang, M. Hu, H. Yang, and K. Tanaka. 2020. “Design of low impact development in the urban context considering hydrological performance and life-cycle cost.” J. Flood Risk Manage. 13 (3): e12625. https://doi.org/10.1111/jfr3.12625.
Liu, Y., V. F. Bralts, and B. A. Engel. 2015. “Evaluating the effectiveness of management practices on hydrology and water quality at watershed scale with a rainfall-runoff model.” Sci. Total Environ. 511 (Apr): 298–308. https://doi.org/10.1016/j.scitotenv.2014.12.077.
Mei, C., J. Liu, H. Wang, Z. Yang, X. Ding, and W. Shao. 2018. “Integrated assessments of green infrastructure for flood mitigation to support robust decision-making for sponge city construction in an urbanized watershed.” Sci. Total Environ. 639 (Oct): 1394–1407. https://doi.org/10.1016/j.scitotenv.2018.05.199.
Monrabal-Martinez, C., J. Aberle, T. M. Muthanna, and M. Orts-Zamorano. 2018. “Hydrological benefits of filtering swales for metal removal.” Water Res. 145 (Nov): 509–517. https://doi.org/10.1016/j.watres.2018.08.051.
Rezaei, A. R., Z. Ismail, M. H. Niksokhan, M. A. Dayarian, A. H. Ramli, and S. Yusoff. 2021. “Optimal implementation of low impact development for urban stormwater quantity and quality control using multi-objective optimization.” Environ. Monit. Assess. 193 (4): 1–22. https://doi.org/10.1007/s10661-021-09010-4.
Rujner, H., G. Leonhardt, J. Marsalek, A. M. Perttu, and M. Viklander. 2018a. “The effects of initial soil moisture conditions on swale flow hydrographs.” Hydrol. Processes 32 (5): 644–654. https://doi.org/10.1002/hyp.11446.
Rujner, H., G. Leonhardt, J. Marsalek, A. M. Perttu, and M. Viklander. 2018b. “High-resolution modelling of the grass swale response to runoff inflows with Mike SHE.” J. Hydrol. 562 (Jul): 411–422. https://doi.org/10.1016/j.jhydrol.2018.05.024.
Rujner, H., G. Leonhardt, A. M. Perttu, J. Marsalek, and M. Viklander. 2016. “Advancing green infrastructure design: Field evaluation of grassed urban drainage swales.” In Proc., 9th Int. Conf. on Planning and Technologies for Sustainable Management of Water in the City. London: International Water Association.
Rushton, B. T. 2001. “Low-impact parking lot design reduces runoff and pollutant loads.” J. Water Resour. Plann. Manage. 127 (3): 172–179. https://doi.org/10.1061/(ASCE)0733-9496(2001)127:3(172).
Wong, T. H. F., T. D. Fletcher, H. P. Duncan, and G. A. Jenkins. 2006. “Modelling urban stormwater treatment-A unified approach.” Ecol. Eng. 27 (1): 58–70. https://doi.org/10.1016/j.ecoleng.2005.10.014.
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Received: May 16, 2022
Accepted: Nov 2, 2022
Published online: Dec 21, 2022
Published in print: Mar 1, 2023
Discussion open until: May 21, 2023
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