Comparison of infiltration models with regard to design of rectangular infiltration trenches

References

• Akan, A.O., 2002. Sizing stormwater infiltration structures. Journal of Hydraulic Engineering, ASCE, 128 (5), 534–537. doi:10.1061/(ASCE)0733-9429(2002)128:5(534)
   Web of Science ®Google Scholar
• ARC (Atlanta Regional Commission), 2016. Georgia stormwater management manual [online]. Available from: http://atlantaregional.org/georgia-stormwater-management-manual/ [Accessed 9 June 2017].
   Google Scholar
• Argue, J.R., ed.. 2013. Water sensitive urban design: basic procedures for ‘source control’ of stormwater. Adelaide: AWA, University of South Australia.
   Google Scholar
• Błażejewski, R. and Murat-Błażejewska, S., 2003. Analytical solutions of a routing problem for stormwater in a detention basin. Hydrological Sciences Journal, 48 (4), 665–671. doi:10.1623/hysj.48.4.665.51413
   Web of Science ®Google Scholar
• BRE (Building Research Establishment), 2003. Soakaway design. Digest 365. Watford, UK: BRE.
   Google Scholar
• Cederwall, K. and Eriksson, A., 1977. Dimensionering av infiltrationsmagasin enligt regnenvelopemetoden (in Swedish): design of infiltration storages using rain-envelope method. In: Proc. of Chalmers Tekniska Hoegeskola. Goeteborg: Chalmers Tekniska Hoegeskola, Vol. 25, 113–117.
   Google Scholar
• Chahar, R.B., 2007. Analysis of seepage from polygon chnnels. Journal of Hydraulic Engineering ASCE, 4, 451–460. doi:10.1061/(ASCE)0733-9429(2007)133:4(451)
   Google Scholar
• Chahar, R.B., Graillot, D., and Gaur, S., 2012. Storm-water management through infiltration trenches. Journal of Irrigation and Drainage Engineering, ASCE, 138, 274–281. doi:10.1061/(ASCE)IR.1943-4774.0000408
   Web of Science ®Google Scholar
• Creaco, E. and Franchini, M., 2012. A dimensionless procedure for the design of infiltration trenches. Journal - American Water Works Association, 104, 501–509. doi:10.5942/jawwa.2012.104.0124
   Web of Science ®Google Scholar
• Duchene, M., McBean, E.A., and Thomson, N.R., 1994. Modeling of infiltration from trenches for storm water control. Journal of Water Resources Planning and Management, 120, 276–293. doi:10.1061/(ASCE)0733-9496(1994)120:3(276)
   Web of Science ®Google Scholar
• DWA (Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall), 2005. Standard DWA-A 138E. Planning, construction and operation of facilities for the percolation of precipitation water. Hennef: German Association for Water, Wastewater and Waste.
   Google Scholar
• Finch, S.D., Radcliffe, D.E., and West, L.T., 2008. Modeling trench sidewall and bottom flow in on-site wastewater systems. Lincoln, NE: Publ. from USDA-ARS/UNL Faculty. 474.
   Google Scholar
• Koutsoyiannis, D., Kozonis, D., and Manetas, A., 1998. A mathematical framework for studying rainfall intensity-duration-frequency relationships. Journal of Hydrology, 206, 118–135. doi:10.1016/S0022-1694(98)00097-3
   Web of Science ®Google Scholar
• Morel-Seytoux, H.J., 1964. Domain variations in channel seepage flow. Journal of the Hydraulic Division. Proceedings of ASCE, 3, 55–79.
   Google Scholar
• Nagy, L., et al., 2013. Comparison of permeability testing methods. In: Proc. 18th Int. Conf. on Soil Mechanics and Geotech. Eng.. Paris: Presess des Ponts, 399–402.
   Google Scholar
• Nieć, J. and Spychała, M., 2014. Hydraulic conductivity estimation test impact on long-term acceptance rate and soil absorption system design. Water, 6, 2808–2820. doi:10.3390/w6092808
   Web of Science ®Google Scholar
• Radcliffe, D.E., West, L.T., and Singer, J., 2005. Gravel effect on wastewater infiltration from septic system trenches. Soil Science Society of America Journal, 69, 1217–1224. doi:10.2136/sssaj2004.0302
   Web of Science ®Google Scholar
• Ruggenthaler, R., et al., 2016. Investigating the impact of initial soil moisture conditions on total infiltration by using an adapted double-ring infiltrometer. Hydrological Sciences Journal, 61 (7), 1263–1279.
   Web of Science ®Google Scholar
• Scholes, L. and Revitt, D.M., 2008. A design manual incorporating best practice guidelines for stormwater management options and treatment under extreme conditions. Project 018530 - SWITCH WP2.1. Middlesex: Middlesex University.
   Google Scholar
• Shamseldin, A.Y., 2010. Review of TP10 water quality volume estimation. Prepared by Auckland UniServices Ltd. for Auckland Regional Council[online]. Auckland Regional Council TR2010/066. Available from: http://knowledgeauckland.org.nz/assets/publications/TR2010-066-Review-of-TP10-water-quality-volume-estimation.pdf
   Google Scholar
• Šimůnek, J., Jarvis, N.J., and Van Genuchten, M.T., 2003. Review and comparison of models for describing nonequilibrium and preferential flow and transport in the vadose zone. Journal of Hydrology, 272, 14–35. doi:10.1016/S0022-1694(02)00252-4
   Web of Science ®Google Scholar
• Šimůnek, J., van Genuchten, M.T., and Šejna, M., 2012. The HYDRUS software package for simulating the two- and three-dimensional movement of water, heat, and multiple solutes in variably-saturated porous media. Technical manual. Version 2.0. Prague: PC-Progress.
   Google Scholar
• Swamee, P.K. and Chahar, B.R., 2015. Design of Canals. Series: springer transactions in civil and environmental engineering. India: Springer.
   Google Scholar
• Swamee, P.K., Mishra, G.C., and Chahar, B.R., 2000. Design of minimum seepage loss canal sections. Journal of Irrigation and Drainage Engineering, 126, 28–32. doi:10.1061/(ASCE)0733-9437(2000)126:1(28)
   Web of Science ®Google Scholar
• USDA (US Department of Agriculture). ROSETTA model. Available from: https://www.ars.usda.gov/pacific-west-area/riverside-ca/us-salinity-laboratory/docs/rosetta-model/ [Accessed 25 April 2017].
   Google Scholar
• Vedernikov, V.V., 1934. Seepage from Channels (in Russian). Gosstroiizdat, Moscow: Moscow-Leningrad.
   Google Scholar
• Watkins, D.C., 1991. The Hydraulic Design and Performance of Soakaways. Rep. SR 271, HR Wallingford, UK.
   Google Scholar