Drainage Alternatives for Rain Gardens on Subsoil of Low Permeability: Balance among Ponding Time, Soil Moisture, and Runoff Reduction
Publication: Journal of Sustainable Water in the Built Environment
Volume 8, Issue 3
Abstract
Rain gardens are commonly used as green infrastructure to reduce runoff volume and introduce ecological benefits to urban areas. The objective of this study was to evaluate hydrologic performance of a rain garden constructed on low-permeability subsoil with three different drainage systems: no drain, underdrain, and surface drain. A surface-subsurface hydrologic model was implemented in the evaluation. The mathematical model incorporates processes of runoff inflow, direct precipitation, infiltration, evapotranspiration (ET), exfiltration, and outflow. This modeling assessment used a rain garden with subsoil permeability of , ponding and media depth of 304.8 mm each, and loading ratio (contributory catchment area over rain garden area) of 5:1 under rainfalls over an entire year as well as individual design storms in New Jersey. Over an entire year, the longest continual ponding times are 880, 8, and 12 h for design alternatives of no drain, underdrain, and surface drain, respectively. Mosquito issues might arise from long ponding time for the no-drain design. Soil moisture of all three drainage designs never reaches down to the wilting point. Volume reduction of stormwater runoff for the three drainage designs are 89%, 15%, and 58%, respectively. The hydrologic performance for individual design storms (1, 2, 5, 10, 25, 50, and 100 year) was also addressed. Differences of effectiveness in runoff volume reduction for individual storms among the three drainage designs are consistent with those for the entire year. However, the underdrain design has the best performance in peak runoff rate reduction. Taken together, the surface drainage system has the best balance among runoff reduction for flood mitigation, soil moisture for plant survival, and ponding time for mosquito issues. The surface drainage design is recommended for a rain garden if it is installed on subsoil of low permeability and if the runoff captured does not require a substantial water quality improvement.
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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.
1.
Numerical hydrologic model developed from this study.
2.
Model input files for all the conditions assessed in this study.
Acknowledgments
This research was conducted as a part of the community resiliency project sponsored by the National Fish and Wildlife Foundation and the Phillips 66 Corporate Citizenship. The graduate study of the first author [Zikai Zhou (ZZ)] was also financially supported by Rutgers University. The anonymous reviewers and editors provided valuable comments and suggestions.
References
Ahmadisharaf, E., N. Alamdari, M. Tajrishy, and S. Ghanbari. 2021. “Effectiveness of retention ponds for sustainable urban flood mitigation across range of storm depths in northern Tehran, Iran.” J. Sustainable Water Built Environ. 7 (2): 05021003. https://doi.org/10.1061/JSWBAY.0000946.
Allen, R. G., L. S. Pereira, D. Raes, and M. Smith. 1998. Crop evapotranspiration—Guidelines for computing crop water requirements. Rome: Food and Agriculture Organization of the United Nations.
Anderson, A. R., T. G. Franti, and D. P. Shelton. 2018. “Hydrologic evaluation of residential rain gardens using a stormwater runoff simulator.” Trans. ASABE 61 (2): 495–508. https://doi.org/10.13031/trans.12213.
Bethke, G. M., R. William, and A. S. Stillwell. 2022. “Rain garden performance as a function of native soil parameters.” J. Sustainable Water Built Environ. 8 (1): 04021021. https://doi.org/10.1061/JSWBAY.0000967.
Brocca, L., F. Melone, and T. Moramarco. 2008. “On the estimation of antecedent wetness conditions in rainfall–runoff modelling.” Hydrol. Processes 22 (5): 629–642. https://doi.org/10.1002/hyp.6629.
Broccoli, A. J., M. B. Kaplan, P. C. Loikith, and D. A. Robinson. 2013. State of the climate: New Jersey. New Brunswick, NJ: Rutgers Climate Institute.
Carpenter, D. D., and L. Hallam. 2010. “Influence of planting soil mix characteristics on bioretention cell design and performance.” J. Hydrol. Eng. 15 (6): 404–416. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000131.
Chase, J. M., and T. M. Knight. 2003. “Drought-induced mosquito outbreaks in wetlands.” Ecol. Lett. 6 (11): 1017–1024. https://doi.org/10.1046/j.1461-0248.2003.00533.x.
Chui, T. F. M., and D. H. Trinh. 2016. “Modelling infiltration enhancement in a tropical urban catchment for improved stormwater management.” Hydrol. Processes 30 (23): 4405–4419. https://doi.org/10.1002/hyp.10926.
Coffman, L. S., R. Goo, and R. Frederick. 1999. “Low-impact development: An innovative alternative approach to stormwater management.” In Proc., WRPMD’99: Preparing for the 21st Century, 1–10. Reston, VA: ASCE.
Daugherty, R. L., and J. B. Franzini. 1977. Fluid mechanics with engineering applications. New York: McGraw-Hill.
Davis, A. P., W. F. Hunt, R. G. Traver, and M. Clar. 2009. “Bioretention technology: Overview of current practice and future needs.” J. Environ. Eng. 135 (3): 109–117. https://doi.org/10.1061/(ASCE)0733-9372(2009)135:3(109).
DelVecchio, T., A. Welker, and B. M. Wadzuk. 2020. “Exploration of volume reduction via infiltration and evapotranspiration for different soil types in rain garden lysimeters.” J. Sustainable Water Built Environ. 6 (1): 04019008. https://doi.org/10.1061/JSWBAY.0000894.
Denmead, O. T., and R. H. Shaw. 1962. “Availability of soil water to plants as affected by soil moisture content and meteorological conditions1.” Agron. J. 54 (5): 385–390. https://doi.org/10.2134/agronj1962.00021962005400050005x.
Dietz, M. E. 2007. “Low impact development practices: A review of current research and recommendations for future directions.” Water Air Soil Pollut. 186 (1–4): 351–363. https://doi.org/10.1007/s11270-007-9484-z.
Dietz, M. E., and J. C. Clausen. 2005. “A field evaluation of rain garden flow and pollutant treatment.” Water Air Soil Pollut. 167 (1–4): 123–138. https://doi.org/10.1007/s11270-005-8266-8.
Dussaillant, A. R., C. H. Wu, and K. W. Potter. 2004. “Richards equation model of a rain garden.” J. Hydrol. Eng. 9 (3): 219–225. https://doi.org/10.1061/(ASCE)1084-0699(2004)9:3(219).
Endreny, T., and V. Collins. 2009. “Implications of bioretention basin spatial arrangements on stormwater recharge and groundwater mounding.” Ecol. Eng. 35 (5): 670–677. https://doi.org/10.1016/j.ecoleng.2008.10.017.
Gilroy, K. L., and R. H. McCuen. 2009. “Spatio-temporal effects of low impact development practices.” J. Hydrol. 367 (3–4): 228–236. https://doi.org/10.1016/j.jhydrol.2009.01.008.
Guo, J. C. Y. 2003. “Design of infiltrating basin by soil storage and conveyance capacities.” Water Int. 28 (4): 411–415. https://doi.org/10.1080/02508060308691717.
Hargreaves, G. H. 1994. “Defining and using reference evapotranspiration.” J. Irrig. Drain. Eng. 120 (6): 1132–1139. https://doi.org/10.1061/(ASCE)0733-9437(1994)120:6(1132).
Hess, A., B. Wadzuk, and A. Welker. 2019. “Predictive evapotranspiration equations in rain gardens.” J. Irrig. Drain. Eng. 145 (7): 04019010. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001389.
Hunt, W. F., J. T. Smith, S. J. Jadlocki, J. M. Hathaway, and P. R. Eubanks. 2008. “Pollutant removal and peak flow mitigation by a bioretention cell in urban Charlotte, NC.” J. Environ. Eng. 134 (5): 403–408. https://doi.org/10.1061/(ASCE)0733-9372(2008)134:5(403).
Jackisch, N., and M. Weiler. 2017. “The hydrologic outcome of a low impact development (LID) site including superposition with streamflow peaks.” Urban Water J. 14 (2): 143–159. https://doi.org/10.1080/1573062X.2015.1080735.
Jennings, A. A. 2016. “Residential rain garden performance in the climate zones of the contiguous United States.” J. Environ. Eng. 142 (12): 04016066. https://doi.org/10.1061/(ASCE)EE.1943-7870.0001143.
Jennings, A. A., M. A. Berger, and J. D. Hale. 2015. “Hydraulic and hydrologic performance of residential rain gardens.” J. Environ. Eng. 141 (11): 04015033. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000967.
Jia, H., H. Yao, and S. L. Yu. 2013. “Advances in LID BMPs research and practice for urban runoff control in China.” Front. Environ. Sci. Eng. 7 (5): 709–720. https://doi.org/10.1007/s11783-013-0557-5.
Lee, J. H., K. W. Bang, L. H. Ketchum Jr., J. S. Choe, and M. J. Yu. 2002. “First flush analysis of urban storm runoff.” Sci. Total Environ. 293 (1–3): 163–175. https://doi.org/10.1016/S0048-9697(02)00006-2.
Nichols, W., A. Welker, R. Traver, and M.-C. Tu. 2021. “Modeling seasonal performance of operational urban rain garden using HYDRUS-1D.” J. Sustainable Water Built Environ. 7 (3): 04021005. https://doi.org/10.1061/JSWBAY.0000941.
NJDEP (New Jersey Department of Environmental Protection). 2014. “New Jersey stormwater best management practices manual.” Accessed January 27, 2019. https://www.njstormwater.org/bmp_manual2.htm.
NOAA (National Oceanic and Atmospheric Administration). 2014. Storm events database. Washington, DC: National Climatic Data Center, NOAA.
NRCCA (Northeast Region Certified Crop Adviser). 2010. Soil and water management, 74. Ithaca, NY: Cornell Univ.
NRCS (Natural Resources Conservation Service). 1986. Urban hydrology for small watersheds. Washington, DC: USDA.
Prince George’s County. 1993. Design manual for use of bioretention in stormwater management. Landover, MD: Prince George’s County (MD) Government, Dept. of Environmental Protection, Watershed Protection Branch.
Roy-Poirier, A., P. Champagne, and Y. Filion. 2010. “Review of bioretention system research and design: Past, present, and future.” J. Environ. Eng. 136 (9): 878–889. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000227.
Schneider, L. E., and R. H. McCuen. 2006. “Assessing the hydrologic performance of best management practices.” J. Hydrol. Eng. 11 (3): 278–281. https://doi.org/10.1061/(ASCE)1084-0699(2006)11:3(278).
Tang, S., W. Luo, Z. Jia, S. Li, Y. Wu, and M. Zhou. 2015. “Effect of rain gardens on storm runoff reduction.” Shuikexue Jinzhan/Adv. Water Sci. 26 (6): 787–794. https://doi.org/10.14042/j.cnki.32.1309.2015.06.004.
Thompson, A. M., A. C. Paul, and N. J. Balster. 2008. “Physical and hydraulic properties of engineered soil media for bioretention basins.” Trans. ASABE 51 (2): 499–514. https://doi.org/10.13031/2013.24391.
US EPA. 2000. “Low impact development (LID). A literature review.” Accessed January 27, 2019. https://nepis.epa.gov/Exe/ZyPDF.cgi/P1001B6V.PDF?Dockey=P1001B6V.PDF.
Van Roon, M. 2005. “Emerging approaches to urban ecosystem management: The potential of low impact urban design and development principles.” J. Environ. Assess. Policy Manage. 7 (1): 125–148. https://doi.org/10.1142/S1464333205001943.
Vatankhah, A. R. 2011. “Approximate solutions to complete elliptic integrals for practical use in water engineering.” J. Hydrol. Eng. 16 (11): 942–945. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000376.
Vatankhah, A. R. 2018. “Discussion of ‘Flow through partially submerged orifice’ by James C. Y. Guo and Ryan P. Stitt.” J. Irrig. Drain. Eng. 144 (5): 07018022. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001296.
Winston, R. J., J. D. Dorsey, and W. F. Hunt. 2016. “Quantifying volume reduction and peak flow mitigation for three bioretention cells in clay soils in northeast Ohio.” Sci. Total Environ. 553 (May): 83–95. https://doi.org/10.1016/j.scitotenv.2016.02.081.
Xing, W., P. Li, S. Cao, L. Gan, F. Liu, and J. Zuo. 2016. “Layout effects and optimization of runoff storage and filtration facilities based on SWMM simulation in a demonstration area.” Water Sci. Eng. 9 (2): 115–124. https://doi.org/10.1016/j.wse.2016.06.007.
Zhang, S., and Y. Guo. 2013. “Explicit equation for estimating storm-water capture efficiency of rain gardens.” J. Hydrol. Eng. 18 (12): 1739–1748. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000734.
Zhang, X., X. Guo, and M. Hu. 2016. “Hydrological effect of typical low impact development approaches in a residential district.” Nat. Hazard. 80 (1): 389–400. https://doi.org/10.1007/s11069-015-1974-5.
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Journal of Sustainable Water in the Built Environment
Volume 8 • Issue 3 • August 2022
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This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.
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Received: Sep 3, 2020
Accepted: Jan 29, 2022
Published online: Apr 21, 2022
Published in print: Aug 1, 2022
Discussion open until: Sep 21, 2022
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