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Research Paper

Study on flow distribution pattern and conductivity of porous media in bioretention cells

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Pages 12740-12754 | Received 21 Jun 2021, Accepted 19 Oct 2021, Published online: 22 Dec 2021

References

  • Wang YJ, Singh RP, Geng C, et al. Carbon-to-nitrogen ratio influence on the performance of bioretention for wastewater treatment. Environ Sci Pollut Res. 2020;27(15):17652–17660.
  • Chandrasena GI, Deletic A, Hathaway JM, et al. Enhancing Escherichia coli removal in stormwater biofilters with a submerged zone: balancing the impact of vegetation, filter media and extended dry weather periods. Urban Water J. 2019;16(6):460–468.
  • Bergman M, Hedegaard MR, Petersen M, et al. Evaluation of two stormwater infiltration trenches in central Copenhagen after 15 years of operation. Water Sci Technol. 2011;63(10):2279–2286.
  • Coustumer SL, Fletcher TD, Deletic A, et al. Hydraulic performance of biofilter systems for stormwater management: influences of design and operation. J Hydrol. 2009;376(1–2):16–23.
  • Wilson CE, Hunt WF, Winston RJ, et al. Comparison of runoff quality and quantity from a commercial low-impact and conventional development in Raleigh. North Carolina J Environ Engi. 2015;141(2):05014005.
  • Gao Z, Giovambattista N, Sahin O. Phase diagram of water confined by graphene. Sci Rep. 2018;8(1):6228.
  • Zhang LH, Zhuang QL, Wen Z, Zhang P, Ma W, Wu QB, Yun HB. Spatial state distribution and phase transition of non-uniform water in soils: implications for engineering and environmental sciences. Adv Coll Inter Sci. 2021;294:102465.
  • Sukop MC, Huang H, Lin CL, et al. Distribution of multiphase fluids in porous media: comparison between Lattice Boltzmann modelling and micro-X-ray tomography. Phys Rev E. 2008;77(2):026710.
  • Harting J, Venturoli M, Coveney PV. Large-scale grid enabled lattice Boltzmann simulations of complex fluid flow in porous media and under shear. Philos Trans R Soc Lond A. 2004;362(1821):1703–1722.
  • Selomulya C, Tran TM, Jia X, et al. An integrated methodology to evaluate permeability from measured microstructures. AIChE J. 2006;52(10):3394–3400.
  • Wang J, Zhang X, Bengough AG, et al. Domain-decomposition method for parallel Lattice Boltzmann simulation of incompressible flow in porous media. Phys Rev E. 2005;72(1):016706.
  • Nakashima Y, Kamiya S. Mathematica programs for the analysis of three-dimensional pore connectivity and anisotropic tortuosity of porous rocks using X-ray computed tomography Image data. J Nuclear Sci Technol. 2007;44(9):1233–1247.
  • Nakashima Y, Watanabe Y. Estimate of transport properties of porous media by microfocus X-ray computed tomography and random walk simulation. Water Resour Res. 2002;38(12):1272.
  • Nakashima Y, Nakano T, Nakamura K, Uesugi K, Tsuchiyama A, Ikeda S. Three-dimensional diffusion of non-sorbing species in porous sandstone: computer simulation based on X-ray microtomography using synchrotron radiation. J Contam Hydrol. 2004;74(1–4):253–264.
  • Al-Raoush R, Alsaleh M. Simulation of random packing of polydisperse particles. Powder Technol. 2007;176(1):47–55.
  • Liotta F, Chatellier P, Esposito G, Fabbricino M, Hullebusch EDV, Lens PNL. Hydrodynamic mathematical modelling of aerobic plug flow and nonideal flow reactors: a critical and historical review. Critical Rev Environ Sci Technol. 2014;44(23):2642–2673.
  • United StatesEnvironmental Protection Agency. Manual- Constructed wetlands and aquatic plant systems for municipal wastewater treatment, EPA 625/11-88/022, Cincinnati Ohio: U.S. EPA; 1988.
  • Abernathi AR, Water Pollution Control Federation, Technical Practice Committee. Natural systems for wastewater treatment: Manual of practice. Water Pollution Control Federation, 1990, MOPFD-16, Alexandria, Va.
  • Yu W, Wan Y, Wang Y, et al. Enhancing waste activated sludge dewaterability by reducing interaction energy of sludge flocs. Environ Res. 2020;5(124):110328.
  • Shigorina E. Preferential flow dynamics in the vadose zone of fractured and fractured-porous media: Development of a parallelized multi-scale Smoothed Particle Hydrodynamics model. Mat Sci. 2020;3:225972253
  • Xu B, Long T. Principles of contemporary water supply and wastewater treatment. Vol. 78. Second ed. Beijing: Higher Education Press; 2000.
  • Campà R, Meyer D, García J. Subsurface flow constructed wetland models: review and prospects. In: Vyamazal J, editor. The role of natural and constructed wetlands in nutrient cycling and retention on the landscape. Springer Nature Publications; 2015, pp. 149-174. Switzerland: Springer Nature.
  • Payne EGI, Hatt BE, Deletic A, et al. Adoption guidelines for stormwater biofiltration systems. Melbourne Australia: Cooperative Research Centre for Water Sensitive Cities; 2015.
  • de Boer R, Didwania AK. Two-phase flow and the capillarity phenomenon in porous solids–A continuum thermomechanical approach. Transport in Porous Media 2004,56:137–170.
  • Wang R, Zhang K, Wang G. Technical foundation and application example of Fluent. Beijing: Tsinghua University Press; 2007.
  • Wang Y, Song X, Liao W, et al. Impacts of inlet–outlet configuration, flow rate and filter size on hydraulic behavior of quasi-2-dimensional horizontal constructed wetland: naCl and dye tracer test. Ecol Engi. 2014;69(4):177–185.
  • Persson J, Somes NLG, Wong THF. Hydraulics efficiency of constructed wetlands and ponds. Water Sci Technol. 1999;40(3):291–300.
  • Carleton JN, Grizzard TJ, Godrej AN, et al. Factors affecting the performance of stormwater treatment wetlands. Water Res. 2001;35(6):1552–1562.
  • Padilla IY, Jim TC, Conklin MH. The effect of water content on solute transport in unsaturated porous media. Water Resour Res. 1999;35(11):3303–3313.
  • Nützmann G, Maciejewski S, Joswig K. Estimation of water saturation dependence of dispersion in unsaturated porous media: experiments and modelling analysis. Adv Water Res. 2002;25(5):565–576.
  • Whitaker S. Flow in porous media I: A theoretical derivation of Darcy’s law. Transport Porous Med. 1986;1(1):3–25.
  • Forchheimer PH. Wasserbewegung Durch Boden. Zeitschrift des Vereines Deutscher Ingenieure. 1901;45:1782–1788.
  • Jenkins GA, Greenway M. The hydraulic efficiency of fringing versus banded vegetation in constructed wetlands. Ecol Engi. 2005;25(1):61–72.
  • Sun Q, Wang G. An introduction to the mechanics of granular materials. Beijing: Science Press; 2009.
  • Tutar U, Çelik C, Ataş M, et al. Evaluation of biofilm formation activity of standard microorganism strains. Journal of Clinical & Experimental Investigations/Klinik Ve Deneysel Arastirmalar Dergisi. 2015;6(2):135–139.
  • Jacques D. Sands, powders, and grains: an introduction to the physics of granular materials. Springer New York; 2000, Springer Pub., New York, USA.
  • Scheel M, Seemann R, Brinkmann M, et al. Morphological clues to wet granular pile stability. Nat Mater. 2008;7(3):189–193.
  • Gazzola G, Habimana O, Murphy CD, et al. Comparison of biomass detachment from biofilms of two different Pseudomonas spp under constant shear conditions. Biofouling. 2015;31(1):13–18.
  • Duddu R, Chopp DL, Moran B. A two-dimensional continuum model of biofilm growth incorporating fluid flow and shear stress based detachment. Biotechnol Bioeng. 2010;103(1):92–104.