The effect of stormwater infiltration and surrounding built infrastructure on local groundwater dynamics: a case study for regenerative stormwater conveyances

References

• Bhaskar, A. S., Beesley, L., Burns, M. J., Fletcher, T. D., Hamel, P., Oldham, C. E., & Roy, A. H. (2016). Will it rise or will it fall? Managing the complex effects of urbanization on base flow. Freshwater Science, 35(1), 293–310. doi:10.1086/685084
   Web of Science ®Google Scholar
• Birch, G., Fazeli, M., & Matthai, C. (2005). Efficiency of an infiltration basin in removing contaminants from urban stormwater. Environmental Monitoring and Assessment, 101(1–3), 23–38. doi:10.1007/s10661-005-9126-0
   PubMed Web of Science ®Google Scholar
• Bonneau, J., Burns, M. J., Fletcher, T. D., Witt, R., Drysdale, R. N., & Costelloe, J. F. (2018). The impact of urbanization on subsurface flow paths–A paired-catchment isotopic study. Journal of Hydrology, 561, 413–426. doi:10.1016/j.jhydrol.2018.04.022
   Web of Science ®Google Scholar
• Bonneau, J., Fletcher, T. D., Costelloe, J. F., & Burns, M. J. (2017). Stormwater infiltration and the ‘urban karst’ – A review. Journal of Hydrology, 552, 141–150. doi:10.1016/j.jhydrol.2017.06.043
   Web of Science ®Google Scholar
• Carleton, G. B. (2010). Simulation of groundwater mounding beneath hypothetical stormwater infiltration basins. Reston, VA: U. S. Geological Survey.
   Google Scholar
• Carpenter, D. D., & Hallam, L. (2009). Influence of planting soil mix characteristics on bioretention cell design and performance. Journal of Hydrologic Engineering, 15(6), 404–416. doi:10.1061/(ASCE)HE.1943-5584.0000131
   Web of Science ®Google Scholar
• Cizek, A. R. (2014). Quantifying the stormwater mitigation performance and ecosystem service provision in regenerative stormwater conveyance (RSC). North Carolina State University, Raleigh, NC.
   Google Scholar
• Cizek, A. R., Hunt, W. F., Winston, R. J., & Lauffer, M. S. (2017). Hydrologic performance of regenerative stormwater conveyance in the North Carolina coastal plain. Journal of Environmental Engineering, 143(9), 05017003. doi:10.1061/(ASCE)EE.1943-7870.0001198
   Web of Science ®Google Scholar
• Collins, K. A., Hunt, W. F., & Hathaway, J. M. (2009). Evaluation of various types of permeable pavement with respect to water quality improvement and flood control. In Low impact development: New and continuing applications (pp. 275–289). Tampa, FL, USA: World Environmental and Water Resources Congress.
   Google Scholar
• Conlon, T. D., Wozniak, K. C., Woodcock, D., Herrera, N. B., Fisher, B. J., Morgan, D. S., Lee, K. K., & Hinkle, S. R. (2005). Ground-water hydrology of the Willamette Basin. Oregon: U. S. Geological Survey.
   Google Scholar
• 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. doi:10.1061/(ASCE)0733-9372(2009)135:3(109)
   Web of Science ®Google Scholar
• Dietz, M. E., & Clausen, J. C. (2005). A field evaluation of rain garden flow and pollutant treatment. Water, Air, and Soil Pollution, 167(1), 123–138. doi:10.1007/s11270-005-8266-8
   Web of Science ®Google Scholar
• Dreelin, E. A., Fowler, L., & Ronald Carroll, C. (2006). A test of porous pavement effectiveness on clay soils during natural storm events. Water Research, 40(4), 799–805. doi:10.1016/j.watres.2005.12.002
   PubMed Web of Science ®Google Scholar
• Emerson, C. H., & Traver, R. G. (2008). Multiyear and seasonal variation of infiltration from storm-water best management practices. (Author abstract)(Technical report). Journal of Irrigation and Drainage Engineering, 134(5), 598. doi:10.1061/(ASCE)0733-9437(2008)134:5(598)
   Web of Science ®Google Scholar
• Endreny, T., & Collins, V. (2009). Implications of bioretention basin spatial arrangements on stormwater recharge and groundwater mounding. Ecological Engineering, 35(5), 670–677. doi:10.1016/j.ecoleng.2008.10.017
   Web of Science ®Google Scholar
• Fischer, D., Charles, E. G., & Baehr, A. L. (2003). Effects of stormwater infiltration on quality of groundwater beneath retention and detention basins. Journal of Environmental Engineering, 129(5), 464–471. doi:10.1061/(ASCE)0733-9372(2003)129:5(464)
   Web of Science ®Google Scholar
• Flores, H., McMonige, D., & Underwood, K. (2012). Regenerative Step pool storm conveyance (SPSC) - Design guidelines. D. o. P. Works. Anne Arundel County, MD.
   Google Scholar
• Guo, J. C. Y. (2001). Design of circular infiltration basin under mounding effects. Journal of Water Resources Planning and Management, 127(1), 58. doi:10.1061/(ASCE)0733-9496(2001)127:1(58)
   Web of Science ®Google Scholar
• Hartgrove, N. T. (2006). Soil Survey of Knox County. Tennessee. U. S. D. o. Agriculture and N. R. C. Services, Washington, D.C..
   Google Scholar
• Hatt, B., Fletcher, T., & Deletic, A. (2007). Hydraulic and pollutant removal performance of stormwater filters under variable wetting and drying regimes. Water Science and Technology, 56(12), 11–19. doi:10.2166/wst.2007.751
   PubMed Web of Science ®Google Scholar
• Howard, K., & Gerber, R. (2018). Impacts of urban areas and urban growth on groundwater in the Great Lakes Basin of North America. Journal of Great Lakes Research, 44(1), 1–13. doi:10.1016/j.jglr.2017.11.012
   Web of Science ®Google Scholar
• Hutchinson, A., & Woodside, G. (2002). The Santa Ana River: The challenge of maximizing the use of an urban river. Management of Aquifer Recharge for Sustainability, Proceedings 4th International Symposium on Artificial Recharge of Groundwater: AA Balkema, Exton, PA, Adelaide, Australia.
   Google Scholar
• Jenkins, J. K. G., Wadzuk, B. M., & Welker, A. L. (2010). Fines accumulation and distribution in a storm-water rain garden nine years postconstruction. (Author abstract)(Report). Journal of Irrigation and Drainage Engineering, 136(12), 862. doi:10.1061/(ASCE)IR.1943-4774.0000264
   Web of Science ®Google Scholar
• Kaushal, S. S., & Belt, K. T. (2012). The urban watershed continuum: Evolving spatial and temporal dimensions. Urban Ecosystems, 15(2), 409–435. doi:10.1007/s11252-012-0226-7
   Web of Science ®Google Scholar
• Koryto, K. M., Hunt, W. F., & Page, J. L. (2017). Hydrologic and water quality performance of regenerative stormwater conveyance installed to stabilize an eroded outfall. Ecological Engineering, 108, 263–276. doi:10.1016/j.ecoleng.2017.04.041
   Web of Science ®Google Scholar
• KUB. (2015). Standards and Specifications. Section 02321: Excavation, bedding, and backfill for utilities. Knoxville, TN: Knoxville Utilities Board.
   Google Scholar
• Le Coustumer, S., Fletcher, T. D., Deletic, A., & Barraud, S. (2007). Hydraulic performance of biofilters for stormwater management: First lessons from both laboratory and field studies. Water Science and Technology, 56(10), 93–100. doi:10.2166/wst.2007.735
   Web of Science ®Google Scholar
• Leopold, L. B. (1968). Hydrology for urban land planning: A guidebook on the hydrologic effects of urban land use, vol. 554. Washington, D.C.: US Department of the Interior, Geological Survey.
   Google Scholar
• Lerner, D. N. (1986). Leaking pipes recharge ground water. Groundwater, 24(5), 654–662. doi:10.1111/j.1745-6584.1986.tb03714.x
   Google Scholar
• Machusick, M., Welker, A., & Traver, R. (2011). Groundwater mounding at a storm-water infiltration BMP. Journal of Irrigation and Drainage Engineering, 137(3), 154–160. doi:10.1061/(ASCE)IR.1943-4774.0000184
   Web of Science ®Google Scholar
• Mikkelsen, P., Hafliger, M., Ochs, M., Jacobsen, P., Tjell, J., & Boller, M. (1997). Pollution of soil and groundwater from infiltration of highly contaminated stormwater — A case study. Water Science and Technology, 36(8–9), 325–330. doi:10.2166/wst.1997.0687
   Web of Science ®Google Scholar
• NDMC. (2018, April 9). The US drought monitor. The National Drought Mitigation Center, University of Nebraska-Lincoln. https://droughtmonitor.unl.edu/Maps/MapArchive.aspx
   Google Scholar
• Pitt, R., Clark, S., & Field, R. (1999). Groundwater contamination potential from stormwater infiltration practices. Urban Water, 1(3), 217–236. doi:10.1016/S1462-0758(99)00014-X
   Google Scholar
• Rai, S. N., Ramana, D. V., & Singh, R. N. (1998). On the prediction of ground-water mound formation in response to transient recharge from a circular basin. Water Resources Management, 12(4), 271–284. doi:10.1023/A:1008068114934
   Web of Science ®Google Scholar
• Shuster, W., Gehring, R., & Gerken, J. (2007). Prospects for enhanced groundwater recharge via infltration of urban storm water runoff: A case study. Journal of Soil and Water Conservation, 62(3), 129–137.
   Web of Science ®Google Scholar
• Sprecher, S. (2008). Installing monitoring wells in soils (Version 1.0). Licoln, NE: National Soil Survey Center, NRCS, USDA.
   Google Scholar
• Thompson, J. M., Hathaway, J. M., & Schwartz, J. S. (2018). Three-dimensional modeling of the hydraulic function and channel stability of regenerative stormwater conveyances. Journal of Sustainable Water in the Built Environment, 4(3), 04018008. doi:10.1061/JSWBAY.0000861
   Web of Science ®Google Scholar
• Thompson, J. M., Schwartz, J. S., & Hathaway, J. M. (forthcoming, April 27, 2020). Performance evaluation of a regenerative stormwater conveyance system: A case study in Knoxville, Tennessee. Journal of Environmental Engineering. doi:10.1061/(ASCE)EE.1943-7870.0001744
   PubMed Web of Science ®Google Scholar
• Winogradoff, D. A. (2002). The bioretention manual. Prince George’s County Department of Environmental Resources, Programs and Planning Division. Prince George's County, MD.
   Google Scholar