Abstract
This paper reviews the application of computational fluid dynamics (CFD) to numerically model the two-phase flow of water and sediment in the complex environment of a stormwater retention pond. The review is intended to draw the attention of the hydraulic engineering community, specifically those involved in pond design, to the recent advancements in computational modeling of sediment transport in ponds. It provides an up-to-date survey of current simulation capability, focusing on the potential of fully three-dimensional methods for solving sediment transport in complex pond flows. An additional goal of this paper is to alert new researchers engaged in stormwater retention pond design to the research opportunities presented by CFD. Even though pond configurations have become more complex to improve their performance, many studies have continued to rely solely on single-phase models. At the present time, unsteady three-dimensional two-phase models are becoming available to study these problems. Of the multiphase models that might be considered, the particle tracking (Eulerian-Lagrangian) method and two-fluid (Eulerian-Eulerian) method both are potentially applicable to modeling sediment transport in pond-type flows. To date, only the particle-tracking method has been applied to stormwater retention ponds. The two-fluid method is capable of simulating sediment transport in retention ponds. It would be advantageous for a simulation of large-scale ponds in which the number of particles required for particle-tracking becomes excessive. Currently, fully three-dimensional CFD methods are being successfully used to model a variety of multiphase flows in mechanical and chemical engineering, as well as some specific applications in hydraulic engineering. Its application to predict sediment transport in a retention pond shows significant promise, especially when the effect of turbulence becomes challenging to model.
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Data Availability Statement
No data, models, or code were generated or used during the study.
Acknowledgments
The authors gratefully acknowledge the financial support provided by the Natural Science and Engineering Research Council of Canada (NSERC) for this project in the form of a Strategic Project Grant (#428778-12) to the second and third authors. They also acknowledge support in the form of NSERC Discovery Grant funding to the third author, as well as support from the Department of Civil, Geological, and Environmental Engineering at the University of Saskatchewan from the devolved scholarship program to the first author.
References
Adamsson, Å. 1999. Computational fluid dynamics for detention tanks: Simulation of flow pattern and sedimentation. Licentiate thesis, Dept. of Hydraulics, Chalmers Univ. of Technology.
Adamsson, Å., L. Bergdahl, and S. Lyngfelt. 2005. “Measurement and three-dimensional simulation of flow in a rectangular detention tank.” Urban Water J. 2 (4): 277–287. https://doi.org/10.1080/15730620500386545.
Adamsson, Å., V. Stovin, and L. Bergdahl. 2003. “Bed shear stress boundary condition for storage tank sedimentation.” J. Environ. Eng. 129 (7): 651–658. https://doi.org/10.1061/(ASCE)0733-9372(2003)129:7(651).
Aghaee, Y., and H. Hakimzadeh. 2010. “Three dimensional numerical modeling of flow around bridge piers using LES and RANS.” In Proc., Int. Conf. on Fluvial Hydraulics: River Flow 2010, edited by A. Dittrich, K. Koll, J. Aberle, and P. Geisenhainer, 211–218. Braunschweig, Germany: Bundesanstalt für Wasserbau.
Ahadi, M., D. J. Bergstrom, and K. A. Mazurek. 2019. “Application of the two-fluid model to prediction of sediment transport in turbulent open channel flow.” Phys. Chem. Earth Parts A/B/C 113 (Oct): 73–82. https://doi.org/10.1016/j.pce.2019.06.001.
Allafchi, F., C. Valeo, J. He, and N. F. Neumann. 2019. “An integrated hydrological-CFD model for estimating bacterial levels in stormwater ponds.” Water 11 (5): 1016. https://doi.org/10.3390/w11051016.
Amoudry, L., T. J. Hsu, and P. F. Liu. 2008. “Two-phase model for sand transport in sheet flow regime.” J. Geophys. Res. Oceans 113 (C3) C03011. https://doi.org/10.1029/2007JC004179.
Arnold, J. A., D. E. Line, S. W. Coffey, and J. Spooner. 1993. Stormwater management guidance manual. Raleigh, NC: North Carolina Cooperative Extension Service and North Carolina Division of Environmental Management.
Aryal, R., S. Vigneswaran, J. Kandasamy, and R. Naidu. 2010. “Urban stormwater quality and treatment.” Korean J. Chem. Eng. 27 (5): 1343–1359. https://doi.org/10.1007/s11814-010-0387-0.
Asano, T. 1995. “Sediment transport under sheet-flow conditions.” J. Waterw. Port Coastal Ocean Eng. 121 (5): 239–246. https://doi.org/10.1061/(ASCE)0733-950X(1995)121:5(239).
Bagnold, R. A. 1956. “The flow of cohesionless grains in fluids.” Philos. Trans. R. Soc. London, Ser. A 249 (964): 235–297.
Baines, W. D., and D. J. Knapp. 1965. “Wind driven water currents.” J. Hydraul. Div. 91 (2): 205–221.
Bakhtyar, R., D. A. Barry, L. Li, D. S. Jeng, and A. Yeganeh-Bakhtiary. 2009. “Modeling sediment transport in the swash zone: A review.” Ocean Eng. 36 (9): 767–783. https://doi.org/10.1016/j.oceaneng.2009.03.003.
Balachandar, S., and J. K. Eaton. 2010. “Turbulent dispersed multiphase flow.” Annu. Rev. Fluid Mech. 42: 111–133. https://doi.org/10.1146/annurev.fluid.010908.165243.
Barbosa, A. E., J. N. Fernandes, and L. M. David. 2012. “Key issues for sustainable urban stormwater management.” Water Res. 46 (20): 6787–6798. https://doi.org/10.1016/j.watres.2012.05.029.
Binns, A. D., A. Fata, A. M. Ferreira da Silva, H. Bonakdari, and B. Gharabaghi. 2019. “Modeling performance of sediment control wet ponds at two construction sites in Ontario, Canada.” J. Hydraul. Eng. 145 (4): 05019001. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001581.
Birch, S., R. Donahue, K. W. Biggar, and D. C. Sego. 2007. “Prediction of flow rates for potable water supply from directionally drilled horizontal wells in river sediments.” J. Environ. Eng. Sci. 6 (2): 231–245. https://doi.org/10.1139/s06-043.
Bombardelli, F. A., and S. K. Jha. 2009. “Hierarchical modeling of the dilute transport of suspended sediment in open channels.” Environ. Fluid Mech. 9 (2): 207.
Cao, Z., L. Wei, and J. Xie. 1995. “Sediment-laden flow in open channels from two-phase flow viewpoint.” J. Hydraul. Eng. 121 (10): 725–735. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:10(725).
Center for Watershed Protection. 2007. National pollutant removal performance database: Version 3. Elliot City, MD: Center for Watershed Protection.
Chapman, S., and T. G. Cowling. 1970. The mathematical theory of non-uniform gases. Cambridge, UK: Cambridge University Press.
Chen, H. C., and V. C. Patel. 1988. “Near-wall turbulence models for complex flows including separation.” AIAA J. 26 (6): 641–648. https://doi.org/10.2514/3.9948.
Chen, X. 2005. “A comparison of hydrostatic and nonhydrostatic pressure components in seiche oscillations.” Math. Comput. Modell. 41 (8–9): 887–902.
Cheng, Z., T. J. Hsu, and J. Calantoni. 2017. “SedFoam: A multi-dimensional Eulerian two-phase model for sediment transport and its application to momentary bed failure.” Coastal Eng. 119: 32–50.
Cheng, Z., T. J. Hsu, and J. Chauchat. 2018. “An Eulerian two-phase model for steady sheet flow using large-eddy simulation methodology.” Adv. Water Resour. 111 (Jan): 205–223. https://doi.org/10.1016/j.advwatres.2017.11.016.
City of Calgary. 2011. Stormwater management and design manual. Calgary, AB: City of Calgary.
City of Edmonton. 2008. Stormwater quality control strategy and action plan. Edmonton, AB: City of Calgary.
City of Saskatoon. 2018. Design and development standard manual. Section six. Saskatoon, Canada: Stormwater Drainage System.
Comings, K. J., D. B. Booth, and R. R. Horner. 2000. “Storm water pollutant removal by two wet ponds in Bellevue, Washington.” J. Environ. Eng. 126 (4): 321–330. https://doi.org/10.1061/(ASCE)0733-9372(2000)126:4(321).
Cundall, P. A. 1988. “Formulation of a three-dimensional distinct element model—Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 25 (3): 107–116. https://doi.org/10.1016/0148-9062(88)92293-0.
DHI (Danish Hydraulic Institute). 1996. MIKE 21 user guide and reference manual. Horsholm, Denmark: DHI.
Drew, D. A. 1975. “Turbulent sediment transport over a flat bottom using momentum balance.” J. Appl. Mech. 42 (1): 38–44. https://doi.org/10.1115/1.3423550.
Dufresne, M., J. Vazquez, A. Terfous, A. Ghenaim, and J. B. Poulet. 2009. “Experimental investigation and CFD modelling of flow, sedimentation, and solids separation in a combined sewer detention tank.” Comput. Fluids 38 (5): 1042–1049. https://doi.org/10.1016/j.compfluid.2008.01.011.
Durbin, P. A., G. Medic, J. M. Seo, J. K. Eaton, and S. Song. 2001. “Rough wall modification of two-layer .” J. Fluids Eng. 123 (1): 16–21. https://doi.org/10.1115/1.1343086.
Einstein, H. A., and N. Chien. 1955. Effects of heavy sediment concentration near the bed on velocity and sediment distribution. MRD sediment series report. Berkeley, CA: Univ. of California, Berkley.
Elghobashi, S. 1994. “On predicting particle-laden turbulent flows.” Appl. Sci. Res. 52 (4): 309–329. https://doi.org/10.1007/BF00936835.
Enwald, H., E. Peirano, and A. E. Almstedt. 1996. “Eulerian two-phase flow theory applied to fluidization.” Int. J. Multiphase Flow 22 (S): 21–66. https://doi.org/10.1016/S0301-9322(96)90004-X.
Farjood, A. 2016. “A study in the performance of sediment retention ponds.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Auckland.
Fraga, B., E. Peña, and L. Cea. 2012. “Modeling of shallow curved flows with 3D unsteady RANS.” In Numerical Methods for Hyperbolic Equations: Theory and Applications, 113–120. New York: CRC Press, Taylor & Francis Group.
Garg, R., C. Narayanan, D. Lakehal, and S. Subramaniam. 2007. “Accurate numerical estimation of interphase momentum transfer in Lagrangian-Eulerian simulations of dispersed two-phase flows.” Int. J. Multiphase Flow 33 (12): 1337–1364. https://doi.org/10.1016/j.ijmultiphaseflow.2007.06.002.
German, J., and G. Svensson. 2005. “Stormwater pond sediments and water characterization and assessment.” Urban Water J. 2 (1): 39–50. https://doi.org/10.1080/15730620500042536.
Gillis, C., K. Mazurek, G. Putz, and C. Albers. 2015. “Field measurements of the flow pattern in a stormwater retention pond.” In Proc., E-proceedings of the 36th IAHR World Congress. Hague, Netherlands: IAHR World Congress.
Gillis, C. J. 2017. “The flow pattern, solids settling, and characteristics of a Saskatoon, Saskatchewan stormwater management pond.” Master thesis, Civil, Environmental, and Geological Engineering, Univ. of Saskatchewan.
Greimann, B. P., and F. M. Holly Jr. 2001. “Two-phase flow analysis of concentration profiles.” J. Hydraul. Eng. 127 (9): 753–762. https://doi.org/10.1061/(ASCE)0733-9429(2001)127:9(753).
Greimann, B. P., M. Muste, and F. M. Holly Jr. 1999. “Two-phase formulation of suspended sediment transport.” J. Hydraul. Res. 37 (4): 479–500. https://doi.org/10.1080/00221686.1999.9628264.
Gu, L., B. Dai, D. Z. Zhu, Z. Hua, X. Liu, B. van Duin, and K. Mahmood. 2017. “Sediment modelling and design optimization for stormwater ponds.” Can. Water Resour. J./Revue canadienne des ressources hydriques 42 (1): 70–87. https://doi.org/10.1080/07011784.2016.1210542.
Hanjalić, K., and B. Launder. 2011. Modelling turbulence in engineering and the environment: Second-moment routes to closure. Cambridge, UK: Cambridge University Press.
He, C., and J. Marsalek. 2014. “Enhancing sedimentation and trapping sediment with a bottom grid structure.” J. Environ. Eng. 140 (1): 21–29. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000774.
Hirt, C. W., and B. D. Nichols. 1981. “Volume of fluid methods for the dynamics of free boundaries.” J. Comput. Phys. 39 (1): 201–225. https://doi.org/10.1016/0021-9991(81)90145-5.
Hodges, B. R. 2000. Numerical techniques in CWR-ELCOM (code release v.1), CWR, manuscript WP, 1422 BH. Nedlands, Australia: Centre Water Resources.
Hsu, T. J., J. T. Jenkins, and P. L. F. Liu. 2003. “On two-phase sediment transport: Dilute flow.” J. Geophys. Res. Oceans 108 (C3): 3057. https://doi.org/10.1029/2001JC001276.
Hsu, T. J., P. A. Traykovski, and G. C. Kineke. 2007. “On modeling boundary layer and gravity-driven fluid mud transport.” J. Geophys. Res. Oceans 112 (C04011). https://doi.org/10.1029/2006JC003719.
Husna, T., M. H. Ahmad, H. Nur, and J. Kamaruzaman. 2011. “Assessment on pollutant removal of interconnected wet detention pond.” Am.-Eurasian J. Agri. Environ. Sci. 10 (3): 324–329.
Jarman, D. S., M. G. Faram, D. Butler, G. Tabor, V. R. Stovin, D. Burt, and E. Throp. 2008. “Computational fluid dynamics as a tool for urban drainage system analysis: A review of applications and best practice.” In Proc., 11th Int. Conf. on Urban Drainage. Edinburgh, Scotland: IAHR/IWA.
Jaw, S. Y., and C. J. Chen. 1998. “Present status of second order closure turbulence models. II. Applications.” J. Eng. Mech. 124 (5): 502–512. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:5(502).
Jenkins, J. T., and D. M. Hanes. 1998. “Collisional sheet flows of sediment driven by a turbulent fluid.” J. Fluid Mech. 370: 29–52. https://doi.org/10.1017/S0022112098001840.
Jha, S. K., and F. A. Bombardelli. 2009. “Hierarchical modeling of the dilute transport of suspended sediment in open channels.” Environ. Fluid Mech. 9 (2): 207. https://doi.org/10.1007/s10652-008-9118-z.
Jha, S. K., and F. A. Bombardelli. 2010. “Toward two-phase flow modeling of non-dilute sediment transport in open channels.” J. Geophys. Res. Earth Surf. 115 (F03015). https://doi.org/10.1029/2009JF001347.
Jha, S. K., and F. A. Bombardelli. 2011. “Theoretical/numerical model for the transport of non-uniform suspended sediment in open channels.” Adv. Water Resour. 34 (5): 577–591. https://doi.org/10.1016/j.advwatres.2011.02.001.
Johnson, P. C., and R. Jackson. 1987. “Frictional–collisional constitutive relations for granular materials, with application to plane shearing.” J. Fluid Mech. 176: 67–93. https://doi.org/10.1017/S0022112087000570.
Kaftori, D., G. Hetsroni, and S. Banerjee. 1995. “Particle behavior in the turbulent boundary layer. I. Motion, deposition, and entrainment.” Phys. Fluids 7 (5): 1095–1106. https://doi.org/10.1063/1.868551.
Kantrowitz, I. H., and W. M. Woodham. 1995. Efficiency of a stormwater detention pond in reducing loads of chemical and physical constituents in urban streamflow (Vol. 94, No. 4217). Pinellas County, FL: US Department of the Interior, US Geological Survey.
Kempe, T., and J. Fröhlich. 2012. “Collision modelling for the interface-resolved simulation of spherical particles in viscous fluids.” J. Fluid Mech. 709: 445–489.
Kempe, T., B. Vowinckel, and J. Fröhlich. 2014. “On the relevance of collision modeling for interface-resolving simulations of sediment transport in open channel flow.” Int. J. Multiphase Flow 58: 214–235.
Khan, S., B. W. Melville, and A. Y. Shamseldin. 2009. “Modeling the layouts of stormwater retention ponds using residence time.” In Proc., 4th IASME/WSEAS Int. Conf. on Water Resources, Hydraulics and Hydrology, 77–81. Auckland, New Zealand: Univ. of Auckland.
Khan, S., B. W. Melville, A. Y. Shamseldin, and C. Fischer. 2013. “Investigation of flow patterns in storm water retention ponds using CFD.” J. Environ. Eng. 139 (1): 61–69. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000540.
Khosronejad, A., and F. Sotiropoulos. 2014. “Numerical simulation of sand waves in a turbulent open channel flow.” J. Fluid Mech. 753 (2): 150–216. https://doi.org/10.1017/jfm.2014.335.
Kjelland, M. E., C. M. Woodley, T. M. Swannack, and D. L. Smith. 2015. “A review of the potential effects of suspended sediment on fishes: Potential dredging-related physiological, behavioral, and transgenerational implications.” Environ. Syst. Dec. 35 (3): 334–350. https://doi.org/10.1007/s10669-015-9557-2.
Kloss, C., C. Goniva, A. Hager, S. Amberger, and S. Pirker. 2012. “Models, algorithms and validation for open source DEM and CFD-DEM.” Prog. Comput. Fluid Dyn. Int. J. 12 (2/3): 140–152. https://doi.org/10.1504/PCFD.2012.047457.
Kolahdoozan, M., M. S. Ahadi, and S. Shirazpoor. 2014. “Effect of turbulence closer models on the accuracy of MPS method for the viscous free surface flow.” Sci. Iranica 21 (4): 1217–1230.
Launder, B. E. 1989. “Second-moment closure: Present… and future?” Int. J. Heat Fluid Flow 10 (4): 282–300. https://doi.org/10.1016/0142-727X(89)90017-9.
Laurent, J., P. Finaud-Guyot, A. Wanko, P. Bois, and R. Mosé. 2013. “Hydrodynamic of artificial wetlands at the outlet of urban catchment: Complementarity of the systemic approach and computational fluid dynamics tools.” XIVe congrès de la Société Française de Génie des Procédés, Récents Progrès en Génie des Procédés, 104. Paris, France: Société Française de Génie des Procédés.
Leupi, C., and M. S. Altinakar. 2005. “3D finite element modeling of free-surface flows with efficient k–ε turbulence model and non-hydrostatic pressure.” In Proc., Int. Conf. on Computational Science, 33–40. Berlin: Springer.
Levenspiel, O. 2012. “The tanks-in-series model.” In Tracer Technology, 81–97. New York: Springer.
Li, Y., A. Deletic, and T. D. Fletcher. 2007. “Modelling wet weather sediment removal by stormwater constructed wetlands: Insights from a laboratory study.” J. Hydrol. 338 (3–4): 285–296. https://doi.org/10.1016/j.jhydrol.2007.03.001.
Liang, L., X. Yu, and F. Bombardelli. 2017. “A general mixture model for sediment laden flows.” Adv. Water Resour. 107 (Sep): 108–125. https://doi.org/10.1016/j.advwatres.2017.06.012.
Lin, B., and R. A. Falconer. 1997. “Three-dimensional layer-integrated modelling of estuarine flows with flooding and drying.” Estuarine Coastal Shelf Sci. 44 (6): 737–751. https://doi.org/10.1006/ecss.1996.0158.
Liu, D., X. Liu, X. Fu, and G. Wang. 2016. “Quantification of the bed load effects on turbulent open-channel flows.” J. Geophys. Res. Earth Surf. 121 (4): 767–789. https://doi.org/10.1002/2015JF003723.
Lun, C. K. K., S. B. Savage, D. J. Jeffrey, and N. Chepurniy. 1984. “Kinetic theories for granular flow: Inelastic particles in Couette flow and slightly inelastic particles in a general flow field.” J. Fluid Mech. 140: 223–256. https://doi.org/10.1017/S0022112084000586.
Lyn D. A. 1987. “Turbulence and turbulent transport in sediment-laden open-channel flows.” Ph.D. thesis, Engineering and Applied Science Div., California Institute of Technology.
Lyn, D. A. 1991. “Resistance in flat-bed sediment-laden flows.” J. Hydraul. Eng. 117 (1): 94–114. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:1(94).
McTigue, D. F. 1981. “Mixture theory for suspended sediment transport.” J. Hydraul. Div. 107 (6): 659–673.
Menter, F. R. 1994. “Two-equation eddy-viscosity turbulence models for engineering applications.” AIAA J. 32 (8): 1598–1605. https://doi.org/10.2514/3.12149.
Moin, P., and K. Mahesh. 1998. “Direct numerical simulation: A tool in turbulence research.” Annu. Rev. Fluid Mech. 30 (1): 539–578. https://doi.org/10.1146/annurev.fluid.30.1.539.
Muste, M., K. Yu, I. Fujita, and R. Ettema. 2005. “Two-phase versus mixed-flow perspective on suspended sediment transport in turbulent channel flows.” Water Resour. Res. 41 (10): W10402. https://doi.org/10.1029/2004WR003595.
Nakhaei, N., L. Boegman, M. Mehdizadeh, and M. Loewen. 2018. “Hydrodynamic modeling of Edmonton storm-water ponds.” Environ. Fluid Mech. 19 (2): 305–327.
NC-DEHNR (North Carolina Department of Environment, Health, and Natural Resources). 1995. Stormwater best management practices. Raleigh, NC: NC-DEHNR, Division of Water Quality, Water Quality Section.
Norouzi, H. R., R. Zarghami, R. Sotudeh-Gharebagh, and N. Mostoufi. 2016. Coupled CFD-DEM modeling: Formulation, implementation and application to multiphase flows. New York: Wiley.
Ontario Ministry of the Environment. 2003. Stormwater management planning and design manual. Toronto: Ontario Ministry of the Environment.
Papanicolaou, A. T. N., M. Elhakeem, G. Krallis, S. Prakash, and J. Edinger. 2008. “Sediment transport modeling review—Current and future developments.” J. Hydraul. Eng. 134 (1): 1–14. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:1(1).
Pedlosky, J. 1979. Geophysical fluid dynamics. New York: Springer.
Persson, J. 1999. “Hydraulic efficiency in pond design.” Ph.D. dissertation, Dept. of Hydraulics, Chalmers Univ. of Technology.
Persson, J. 2000. “The hydraulic performance of ponds of various layouts.” Urban Water 2 (3): 243–250. https://doi.org/10.1016/S1462-0758(00)00059-5.
Persson, J., and H. B. Wittgren. 2003. How hydrological and hydraulic conditions affect performance of ponds.” Ecol. Eng. 21 (4–5): 259–269.
Pettersson, T. J. R., J. German, and G. Svensson. 1998. “Modeling of flow pattern and particle removal in an open stormwater detention pond.” In Vol. 98 of Proc., Hydra Storm 98, edited by Walker, D. J., and T. M. Daniell. Gothenburg, Sweden: Svenska Kulturkompaniet.
Revil-Baudard, T., J. Chauchat, D. Hurther, and P. A. Barraud. 2015. “Investigation of sheet flow processes based on novel acoustic high-resolution velocity and concentration measurements.” J. Fluid Mech. 767: 1–30. https://doi.org/10.1017/jfm.2015.23.
Rodi, W. 2017. “Turbulence modeling and simulation in hydraulics: A historical review.” J. Hydraul. Eng. 143 (5): 03117001. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001288.
Shakibaeinia, A., and Y. C. Jin. 2011. “A mesh-free particle model for simulation of mobile-bed dam break.” Adv. Water Resour. 34 (6): 794–807. https://doi.org/10.1016/j.advwatres.2011.04.011.
Shaw, J. K. E., W. E. Watt, J. Marsalek, B. C. Anderson, and A. A. Crowder. 1997. “Flow pattern characterization in an urban stormwater detention pond and implications for water quality.” Water Qual. Res. J. Can. 32 (1): 53–72. https://doi.org/10.2166/wqrj.1997.005.
Shields, A. 1936. Application of similarity principles and turbulence research to bed-load movement. Pasadena, CA: California Institute of Technology.
Shilton, A. 2000. “Potential application of computational fluid dynamics to pond design.” Water Sci. Technol. 42 (10–11): 327–334. https://doi.org/10.2166/wst.2000.0673.
Shilton, A. 2005. Pond treatment technology. London: IWA Publishing.
Sommerfeld, M., and S. Decker. 2004. “State of the art and future trends in CFD simulation of stirred vessel hydrodynamics.” Chem. Eng. Technol. 27 (3): 215–224. https://doi.org/10.1002/ceat.200402007.
Song, K., M. A. Xenopoulos, J. M. Buttle, J. Marsalek, N. D. Wagner, F. R. Pick, and P. C. Frost. 2013. “Thermal stratification patterns in urban ponds and their relationships with vertical nutrient gradients.” J. Environ. Manage. 127 (Sep): 317–323. https://doi.org/10.1016/j.jenvman.2013.05.052.
Sonnenwald, F. C., I. Guymer, and V. Stovin. 2017. “Computational fluid dynamics modelling of residence times in vegetated stormwater ponds.” Proc. Inst. Civ. Eng. 171 (2): 76–86. https://doi.org/10.1680/jwama.16.00117.
Spencer, K. L., I. G. Droppo, C. He, L. Grapentine, and K. Exall. 2011. “A novel tracer technique for the assessment of fine sediment dynamics in urban water management systems.” Water Res. 45 (8): 2595–2606. https://doi.org/10.1016/j.watres.2011.02.012.
Stovin, V. R., and A. J. Saul. 1998. “A computational fluid dynamics (CFD) particle tracking approach to efficiency prediction.” Water Sci. Technol. 37 (1): 285–293. https://doi.org/10.2166/wst.1998.0067.
Sumer, B. M., A. Kozakiewicz, J. Fredsoe, and R. Deigaard. 1996. “Velocity and concentration profiles in sheet-flow layer of movable bed.” J. Hydraul. Eng. 122 (10): 549–558. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:10(549).
Taggart, W. C., C. A. Yermoli, S. Montes, and A. Ippen. 1972. Effects of sediment size and gradation on concentration profiles for turbulent flow. Cambridge, MA: Massachusetts Institute of Technology.
Thaxton, C. S., J. Calantoni, and R. A. McLaughlin. 2004. “Hydrodynamic assessment of various types of baffles in a sediment retention pond.” Trans. ASAE 47 (3): 741. https://doi.org/10.13031/2013.16106.
Torquato, S. 1995. “Nearest-neighbor statistics for packings of hard spheres and disks.” Phys. Rev. E 51 (4): 3170. https://doi.org/10.1103/PhysRevE.51.3170.
Torres, A., G. Lipeme Kouyi, J. L. Bertrand-Krajewski, J. Guilloux, S. Barraud, and A. Paquier. 2008. “Modelling of hydrodynamics and solid transport in a large stormwater detention and settling basin.” In Proc., 11th Int. Conf. on Urban Drainage. Lyon, France: Univ. of Lyon.
Troitsky, B., D. Z. Zhu, M. Loewen, B. van Duin, and K. Mahmood. 2019. “Nutrient processes and modeling in urban stormwater ponds and constructed wetlands.” Can. Water Resour. J./Revue canadienne des ressources hydriques 44 (3): 230–247. https://doi.org/10.1080/07011784.2019.1594390.
Tsavdaris, A., S. Mitchell, and J. B. Williams. 2015. “Computational fluid dynamics modelling of different detention pond configurations in the interest of sustainable flow regimes and gravity sedimentation potential.” Water Environ. J. 29 (1): 129–139. https://doi.org/10.1111/wej.12086.
Tsuji, Y., and Y. Morikawa. 1982. “LDV measurements of an air-solid two-phase flow in a horizontal pipe.” J. Fluid Mech. 120: 385–409. https://doi.org/10.1017/S002211208200281X.
Uchida, T., and S. Fukuoka. 2009. “A depth integrated model for 3D turbulence flows using shallow water equations and horizontal vorticity equations.” In Proc., 33rd IAHR Congress: Water Engineering for a Sustainable Environment, 1428–1435. Tokyo: Chuo Univ.
USEPA (United States Environmental Protection Agency). 1998. EPA’s contaminated sediment management strategy. Washington, DC: USEPA.
Van Buren, M. A. 1994. “Constituent mass balance for an urban stormwater detention pond in Kingston Township.” M.Sc. thesis, Dept. of Civil Engineering, Queen’s Univ.
Van der Hoef, M. A., M. Van Sint Annaland, N. G. Deen, and J. A. M. Kuipers. 2008. “Numerical simulation of dense gas-solid fluidized beds: A multiscale modeling strategy.” Annu. Rev. Fluid Mech. 40 (1): 47–70. https://doi.org/10.1146/annurev.fluid.40.111406.102130.
Vosswinkel N., G. Lipeme Kouyi, S. Ebbert, A. Schnieders, C. Maus, A.-G. Laily, R. Mohn, and M. Uhl. 2012. “Influence of unsteady behaviour on the settling of solids in storm water tanks.” In Proc., 9th Urban Drainage Modelling Int. Conf. Lyon, France: Univ. of Lyon.
Walker, D. J. 1998. “Modelling residence time in stormwater ponds.” Ecol. Eng. 10 (3): 247–262.
Wang, L. K., and C. T. Yang. 2014. Modern water resources engineering. Totowa, NJ: Humana Press.
Wang, X., and N. Qian. 1992. “Velocity profiles of sediment laden flow.” Int. J. Sediment Res. 7 (1): 27–58.
Weiss, P. T., J. S. Gulliver, and A. J. Erickson. 2007. “Cost and pollutant removal of storm-water treatment practices.” J. Water Resour. Plann. Manage. 133 (3): 218–229. https://doi.org/10.1061/(ASCE)0733-9496(2007)133:3(218).
Wu, J. S., R. E. Holman, and J. R. Dorney. 1996. “Systematic evaluation of pollutant removal by urban wet detention ponds.” J. Environ. Eng. 122 (11): 983–988. https://doi.org/10.1061/(ASCE)0733-9372(1996)122:11(983).
Yan, H. 2013. “Experiments and 3D modelling of hydrodynamics, sediment transport, settling and resuspension under unsteady conditions in an urban stormwater detention basin.” Ph.D. dissertation, Institut National des Sciences Appliquées (INSA) de Lyon.
Yan, H., G. L. Kouyi, C. Gonzalez-Merchan, C. Becouze-Lareure, C. Sebastian, S. Barraud, and J. L. Bertrand-Krajewski. 2014. “Computational fluid dynamics modelling of flow and particulate contaminants sedimentation in an urban stormwater detention and settling basin.” Environ. Sci. Pollut. Res. 21 (8): 5347–5356. https://doi.org/10.1007/s11356-013-2455-6.
Yergey, B. A., M. L. Beninati, and J. S. Marshall. 2010. “Sensitivity of incipient particle motion to fluid flow penetration depth within a packed bed.” Sedimentology 57 (2): 418–428. https://doi.org/10.1111/j.1365-3091.2009.01088.x.
Yousef, Y. A., L. Y. Lin, W. Lindeman, and T. Hvitved-Jacobsen. 1994. “Transport of heavy metals through accumulated sediments in wet ponds.” Sci. Total Environ. 146 (May): 485–491. https://doi.org/10.1016/0048-9697(94)90273-9.
Zaman, A. U., and D. J. Bergstrom. 2014. “Implementation of two-fluid model for dilute gas-solid flow in pipes with rough walls.” J. Fluids Eng. 136 (3): 031301. https://doi.org/10.1115/1.4026282.
Zhang, L. 2009. 3D numerical modeling of hydrodynamic flow, sediment deposition and transport in stormwater ponds and alluvial channels. Norfolk, VA: Old Dominion Univ.
Zhong, D., G. Wang, and Q. Sun. 2011. “Transport equation for suspended sediment based on two-fluid model of solid/liquid two-phase flows.” J. Hydraul. Eng. 137 (5): 530–542. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000331.
Information & Authors
Information
Published In
Journal of Environmental Engineering
Volume 146 • Issue 9 • September 2020
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Jul 8, 2020
Published in print: Sep 1, 2020
Discussion open until: Dec 8, 2020
ASCE Technical Topics:
- Computational fluid dynamics technique
- Computer models
- Engineering fundamentals
- Environmental engineering
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid flow
- Fluid mechanics
- Hydrologic engineering
- Models (by type)
- Numerical models
- Retention basins
- River engineering
- Sediment
- Sediment transport
- Stilling basins
- Stormwater management
- Water and water resources
- Water treatment
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