International Journal of Advanced Engineering Application

ISSN: 3048-6807

Optimizing Urban Stormwater Management Using Low Impact Development: Hydrologic Hydraulic Modelling for Flood Mitigation and Water Quality Improvement

Author(s):Abhinav P. Narayanan1, Lavanya K. Subramani2, Mithun R. Jayakumar3

Affiliation: 1,2,3Department of Environmental Engineering, Thiagarajar College of Engineering, Madurai, Tamil Nadu, India

Page No: 1-6

Volume issue & Publishing Year: Volume 2 Issue 6,June-2025

Journal: International Journal of Advanced Engineering Application (IJAEA)

ISSN NO: 3048-6807

DOI: https://doi.org/10.5281/zenodo.17657232

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Abstract:
Rapid urbanization replaces permeable landscapes with impervious surfaces, intensifying runoff peaks, shortening times of concentration, and degrading receiving-water quality. This paper evaluates the effectiveness of low impact development practices in mitigating pluvial flood risk and improving water quality in a dense Indian urban catchment. A coupled hydrologic–hydraulic modeling workflow was developed using event-based design storms and long-term continuous simulation to capture both peak-flow attenuation and pollutant load reduction. Candidate low impact development controls included bioretention cells, permeable pavements, green roofs, and roadside bioswales. Sites were screened using a multi-criteria suitability index reflecting drainage area, slope, soil hydraulic conductivity, available public right-of-way, retrofit feasibility, and cost per unit treated area. Baseline and with-project scenarios were simulated to quantify changes in peak discharge, runoff volume, hydrograph shape, and event mean concentrations of total suspended solids, biochemical oxygen demand, and nutrients. Results indicate that a distributed retrofit achieving 6 to 8 percent effective impervious area disconnection reduced 10-year peak discharge by 18 to 27 percent and annual runoff volume by 12 to 19 percent. Co-benefits included 35 to 55 percent reductions in total suspended solids and 20 to 40 percent reductions in biochemical oxygen demand, with the largest benefits in subcatchments where storage-based practices were colocated with infiltration opportunities. Sensitivity analysis showed performance was most sensitive to saturated hydraulic conductivity, media depth, and clogging rates, highlighting maintenance as a key determinant of long-term efficacy. The paper proposes a practical planning framework for Indian cities that integrates siting, design, and monitoring, delivering resilient stormwater systems that address both flooding and water quality goals.

Keywords: urban stormwater, low impact development, green infrastructure, hydrologic modeling, hydraulic routing, water quality, permeable pavement, bioretention, bioswale, green roof

Reference:

  • 1. Ahiablame, L.M., Engel, B.A., & Chaubey, I. (2012). Effectiveness of low impact development practices: Literature review and suggestions for future research. Water, Air, & Soil Pollution, 223(7), 4253–4273.
  • 2. Barbosa, A.E., Fernandes, J.N., & David, L.M. (2012). Key issues for sustainable urban stormwater management. Water Research, 46(20), 6787–6798.
  • 3. Berndtsson, J.C. (2010). Green roof performance towards management of runoff water quantity and quality: A review. Ecological Engineering, 36(4), 351–360.
  • 4. Burns, M.J., Fletcher, T.D., Walsh, C.J., Ladson, A.R., & Hatt, B.E. (2012). Hydrologic shortcomings of conventional urban stormwater management and opportunities for reform. Landscape and Urban Planning, 105(3), 230–240.
  • 5. Carter, T., & Jackson, C.R. (2007). Vegetated roofs for stormwater management at multiple spatial scales. Landscape and Urban Planning, 80(1-2), 84–94.
  • 6. Chui, T.F.M., Liu, X., & Zhan, W. (2016). Assessing cost-effectiveness of specific LID practice designs in response to large storm events. Journal of Hydrology, 533, 353–364.
  • 7. Davis, A.P., Hunt, W.F., Traver, R.G., & Clar, M. (2009). Bioretention technology: Overview of current practice and future needs. Journal of Environmental Engineering, 135(3), 109–117.
  • 8. Dietz, M.E. (2007). Low impact development practices: A review of current research and recommendations for future directions. Water, Air, & Soil Pollution, 186(1–4), 351–363.
  • 9. Elliott, A.H., & Trowsdale, S.A. (2007). A review of models for low impact urban stormwater drainage. Environmental Modelling & Software, 22(3), 394–405.
  • 10. 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), 525–542.
  • 11. Gao, J., et al. (2015). Modeling the effects of low impact development on urban runoff reduction: A case study in Beijing, China. Journal of Environmental Management, 150, 65–71.
  • 12. Gilroy, K.L., & McCuen, R.H. (2009). Spatio-temporal effects of low impact development practices. Journal of Hydrology, 367(3-4), 228–236.
  • 13. Hamel, P., Daly, E., & Fletcher, T.D. (2013). Source-control stormwater management for mitigating the impacts of urbanisation on baseflow: A review. Journal of Hydrology, 485, 201–211.
  • 14. Hood, M.J., Clausen, J.C., & Warner, G.S. (2007). Comparison of stormwater lag times for low impact and traditional residential development. Journal of the American Water Resources Association, 43(4), 1036–1046.
  • 15. Hu, S., et al. (2017). Optimization of low impact development layout in urban areas using a coupled hydrologic–hydraulic model. Water, 9(9), 624.
  • 16. Hunt, W.F., et al. (2008). Evaluating bioretention hydrology and nutrient removal at three field sites in North Carolina. Journal of Irrigation and Drainage Engineering, 134(5), 598–605.
  • 17. Jia, H., et al. (2013). Planning of LID–BMPs for urban runoff control: The case of Beijing Olympic Village. Frontiers of Environmental Science & Engineering, 7(4), 616–623.
  • 18. Lee, J.G., & Heaney, J.P. (2003). Estimation of urban imperviousness and its impacts on stormwater systems. Journal of Water Resources Planning and Management, 129(5), 419–426.
  • 19. Li, C., et al. (2017). Sponge city construction in China: A survey of the challenges and opportunities. Water, 9(9), 594.
  • 20. Liu, W., et al. (2014). Cost-effectiveness of LID practices in controlling stormwater runoff in a decentralized system. Water Resources Management, 28(14), 4113–4128.
  • 21. Locatelli, L., et al. (2014). Hydrologic performance of green roofs under Mediterranean climate conditions. Ecological Engineering, 63, 43–57.
  • 22. Mahmoud, S.H., & Gan, T.Y. (2018). Urbanization and climate change implications in flood risk management: Developing an efficient decision support system. Water Resources Management, 32, 5343–5360.
  • 23. McIntyre, N., et al. (2016). Assessing the benefits of multiple sustainable drainage features in urban catchments. Water, 8(9), 371.
  • 24. Moglen, G.E., & Kim, S. (2007). Limiting imperviousness to control urban runoff: Have we reached an effective cap? Journal of the American Water Resources Association, 43(2), 440–448.
  • 25. Newman, A., et al. (2010). Green infrastructure approaches to managing urban stormwater: The state of the practice. Journal of the American Planning Association, 76(4), 406–419.
  • 26. Palla, A., & Gnecco, I. (2015). Hydrologic modeling of low impact development systems at the urban catchment scale. Journal of Hydrology, 528, 361–368.
  • 27. Qiu, L., et al. (2019). Spatial optimization of LID practices for stormwater management. Sustainability, 11(3), 687.
  • 28. Sample, D.J., et al. (2012). Evaluating the performance of bioretention cells and permeable pavements in stormwater treatment. Water Environment Research, 84(2), 125–132.
  • 29. Shuster, W.D., et al. (2005). Impacts of impervious surface on watershed hydrology: A review. Urban Water Journal, 2(4), 263–275.
  • 30. Sims, A., et al. (2012). Nitrogen removal in bioretention systems: A review. Ecological Engineering, 42, 54–64.
  • 31. Tang, Z., Engel, B.A., & Pijanowski, B.C. (2005). Forecasting land use change and its environmental impact at a watershed scale. Journal of Environmental Management, 76(1), 35–45.
  • 32. Tsihrintzis, V.A., & Hamid, R. (1998). Runoff quality prediction from small urban catchments using SWMM. Hydrological Processes, 12(2), 311–329.
  • 33. U.S. Environmental Protection Agency (EPA). (2000). Low Impact Development (LID): A literature review. EPA 841-B-00-005.
  • 34. Villarreal, E.L., Semadeni-Davies, A., & Bengtsson, L. (2004). Inner city stormwater control using a combination of BMPs. Ecological Engineering, 22(4-5), 279–298.
  • 35. Walsh, C.J., et al. (2016). Principles for urban stormwater management to protect stream ecosystems. Freshwater Science, 35(1), 398–411.
  • 36. Weiss, P.T., Gulliver, J.S., & Erickson, A.J. (2007). Cost and pollutant removal of storm-water treatment practices. Journal of Water Resources Planning and Management, 133(3), 218–229.
  • 37. Wiles, R.C., & Sharp, R.K. (2009). Cost–benefit analysis of stormwater management practices. Water Science & Technology, 60(2), 359–366.
  • 38. Yang, B., et al. (2015). Effectiveness of green infrastructure for improving urban water quality. Water, 7(12), 5931–5948.
  • 39. Zhang, K., et al. (2014). Modeling hydrological processes in urban areas with LID practices: A case study in Beijing. Journal of Hydrology, 519, 3294–3306.
  • 40. Zhen, X., et al. (2017). The application of green infrastructure for urban stormwater management in China. Sustainability, 9(4), 593.
  • 41. Zhou, Q., et al. (2013). Adapting urban drainage systems to climate change: A review. Journal of Environmental Management, 129, 355–367.
  • 42. Zhu, Z., et al. (2019). Urban flood management through integrated approaches: A review. Water, 11(5), 923.