A simplified model of soakaway infiltration interaction with a shallow groundwater table

Journal of Hydrology

Volumn 497, Issue , 2013, Pages 165-175

  Roldin, Maria ^a   Locatelli, Luca ^b   Mark, Ole ^c   Mikkelsen, Peter S ^b   Binning, Philip J ^b  

^a DHI Sweden   (Sweden)

^b TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

^c DHI   (Denmark)

Author keywords

Groundwater mound; Integrated modeling; Soakaway; Stormwater infiltration

Indexed keywords

GROUND-WATER MOUND; GROUNDWATER FLOW MODEL; INTEGRATED MODELING; SHALLOW GROUNDWATER TABLES; SOAKAWAYS; SOIL MOISTURE RETENTIONS; STORMWATER INFILTRATIONS; TWO DIMENSIONAL MODEL;

GROUNDWATER; GROUNDWATER FLOW; SOIL MOISTURE; STORMS; TWO DIMENSIONAL;

INFILTRATION;

ERROR ANALYSIS; FLOW MODELING; GROUNDWATER; INFILTRATION; MASS BALANCE; PARAMETERIZATION; RICHARDS EQUATION; SHALLOW WATER; SIMULATION; SOIL MOISTURE; WATER TABLE;

EID: 84879719511     PISSN: 00221694     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhydrol.2013.06.005     Document Type: Article

References (36)

1. Abramowitz M., Stegun I.D. Handbook of Mathematical Functions 1964, Dover, New York.
2. Antia D.D.J. Prediction of overland flow and seepage zones associated with the interaction of multiple infiltration devices (cascading infiltration devices). Hydrol. Process. 2008, 22:2595-2614.
3. Bergman M., Hedegaard M.R., Petersen M.F., Binning P., Mark O., Mikkelsen P.S. Evaluation of two stormwater infiltration trenches in central Copenhagen after 15 years of operation. Water Sci. Technol. 2011, 63:2279-2286.
4. Bouwer H. Artificial recharge of groundwater: hydrogeology and engineering. Hydrogeol. J. 2002, 10:121-142.
5. Carleton, G.B., 2010. Simulation of Groundwater Mounding Beneath Hypothetical Stormwater Infiltration Basins, U.S. Geological Survey. Scientific Investigations, Report 2010-5102.
6. Carsel R.F., Parrish R.S. Developing joint probability distributions of soil water retention characteristics. Water Resour. Res. 1988, 24:755-769.
7. Carslaw It, Jaeger J.C. Conduction of Heat in Solids 1959, Oxford University Press, London.
8. CIRIA. 2007. The SUDS manual (C697). CIRIA, Classic House, 174-180 Old Street, London, EC1V 9BP, UK. ISBN 978-0-86017-697-8.
9. Crosbie R.S., Binning P.J., Kalma J.D. A time series approach to inferring groundwater recharge using the water table fluctuation method. Water Resour. Res. 2005, 41:W01008. 10.1029/2004WR003077.
10. Dietz M.E. Low impact development practices: a review of current research and recommendations for future directions. Water Air Soil Pollut. 2007, 186:351-363.
11. Duchene, M., McBean, E.A., Thomson, N.R., 1994: Modeling of Infiltration from Trenches for Storm-Water Control. J. Water Resour. Planning Manage.-Asce 120, 276-293.
12. Endreny T., Collins V. Implications of bioretention basin spatial arrangements on stormwater recharge and groundwater mounding. Ecol. Eng. 2009, 35:670-677.
13. Göbel P., Stubbe H., Weinert M., Zimmermann J., Fach S., Dierkes C., Kories H., Messer J., Mertsch V., Geiger W.F., Coldewey W.G. Near-natural stormwater management and its effects on the water budget and groundwater surface in urban areas taking account of the hydrogeological conditions. J. Hydrol. 2004, 299:267-283.
14. Gregersen J.B., Gijsbers P.J.A., Westen S.J.P. OpenMI: open modelling interface. J. Hydroinform. 2007, 9:175-191.
15. Guo, C.Y., 1998: Surface-subsurface model for trench infiltration basins. J. Water Resour. Planning Manage.-Asce 124, 280-284.
16. Hantush M.S. Growth and decay of groundwater-mounds in response to uniform percolation. Water Resour. Res. 1967, 3:227-234.
17. Hilberts A.G.J., Troch P.A., Paniconi C. Storage-dependent drainable porosity for complex hillslopes. Water Resour. Res. 2005, 41:W06001. 10.1029/2004WR003725.
18. Jeppesen, J., 2010: Quantitative Hydrological Effects of Urbanization and Stormwater Infiltration in Copenhagen, Denmark. PhD thesis. Department of Earth Sciences, Aarhus University, Denmark.
19. Jørgensen H.K., Rosenørn S., Madsen H., Mikkelsen P.S. Quality control of rain data used for urban runoff systems. Water Sci. Technol. 1998, 37:113-120.
20. Ku H.F.H., Hagelin N.W., Buxton H.T. Effects of urban storm runoff control on groundwater recharge in Nassau County, New York. Ground Water 1992, 30:507-514.
21. Machusick M., Welker A., Traver R. Groundwater mounding at a stormwater infiltration BMP. J. Irrigat. Drainage 2011, 137:154-160.
22. Maimone, M., O'Rourke, D.E., Knighton, J.O., Thomas, C.P., 2011. Potential impacts of extensive stormwater infiltration in Philadelphia. Environ. Eng.: Appl. Res., Practice, vol. 14.
23. Mamedov, B.A., Ekenoglu, A.S. 2006. Evaluation of the Hantush's M(A, B) function using binomial coefficients. Water Resor. Res. vol. 42, W08503, doi: 10.1029/2006WR005005.
24. Manglik A., Rai S.N., Singh V.S. Modelling of aquifer response to time varying recharge and pumping from multiple basins and wells. J. Hydrol. 2004, 292:23-29.
25. Markussen, L.M., Korsbech, K., Dam, T., Johansson, K., Mikkelsen, P. S., Sonderup, H., 2004: Lokal afledning af regnvand - effekten af et detaljeret projektforslag på Tingbjerg No. 44 ("Stormwater source control - effects of a detailed project plan in Tingbjerg", in Danish only). Miljostyrelsen, Miljoministeriet.
26. NIST Handbook of Mathematical Functions 2010, Cambridge University Press, Cambridge. F.W.J. Olver, D.M. Lozier, R.F. Boisvert, C.W. Clark (Eds.).
27. Rao N.H., Sarma P.B.S. Recharge to finite aquifer from strip basins. J. Hydrol. 1983, 66:245-252.
28. Revitt, M., Ellis, B., Scholes, L., 2003: Report 5.1 Review of the use of stormwater BMPs in Europe. Project under EU RTD 5th Framework Programme. WP5/T5.1/D5.1. Middlesex University.
29. Richards L.A. Capillary conduction of liquids through porous mediums. J. Gen. Appl. Phys. 1931, 1:318-333.
30. Roldin M., Binning P., Kuzcera G., Mikkelsen P.S., Mark O. Representing soakaway infiltration devices in distributed urban drainage models - upscaling from individual allotments to an aggregated scale. J. Hydrol. 2012, 414-415:530-538.
31. Roldin M., Fryd O., et al. Modelling the impact of soakaway retrofits on combined sewage overflows in a 3 km(2) urban catchment in Copenhagen, Denmark. J. Hydrol. 2012, 452:64-75.
32. Schmitt T.G., Huber W.C. The scope of integrated modeling - system boundaries, sub-systems, scales and disciplines. Water Sci. Technol. 2006, 54:405-413.
33. Thompson A., Nimmer M., Misra D. Effects of variations in hydrogeological parameters on water-table mounding in sandy loam and loamy sand soils beneath stormwater infiltration basins. Hydrogeol. J. 2010, 18:501-508.
34. Trefry M.G. Analytical series expressions for Hantush's M and S function. Water Resour. Res. 1998, 34:909-913.
35. Van Genuchten M.T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 1980, 44:892-898.
36. Warnaars E., Larsen A.V., Jacobsen P., Mikkelsen P.S. Hydrologic behaviour of stormwater infiltration trenches in a central urban area during 2 3/4 years of operation. Water Sci. Technol. 1999, 39:217-224.