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Original Articles

Hydrodynamic modelling of free water-surface constructed storm water wetlands using a finite volume technique

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Pages 2532-2547 | Received 06 Feb 2014, Accepted 29 Mar 2015, Published online: 29 Jul 2015

References

  • Scholz M. Wetland systems – storm water management control. Berlin: Springer Verlag; 2010.
  • Wong THF, Breen PF, Somes NLG, Lloyd SD. Managing urban stormwater using constructed wetlands. 2nd ed. Clayton: Monash University; 1999.
  • New Jersey Department of Environmental Protection. New Jersey storm water best management practices manual. Trenton: New Jersey Department of Environmental Protection, Division of Watershed Management; 2004.
  • Walton WE. Design and management of free water surface constructed wetlands to minimize mosquito production. Wetlands Ecol Manage. 2012;20:173–195. doi: 10.1007/s11273-011-9243-1
  • Kadlec RH, Knight RL. Treatment wetlands. Boca Raton (FL): CRC Press; 1996.
  • Reddy KR, DeBusk TA. State-of-the-art utilization of aquatic plants in water pollution control. Water Sci Technol. 1987;19:61–79.
  • Conn RM, Fiedler FR. Increasing hydraulic residence time in constructed stormwater treatment wetlands with designed bottom topography. Water Environ. Res. 2006;78:2514–2523. doi: 10.2175/106143006X101944
  • Persson J, Somes NLG, Wong THF. Hydraulics efficiency of constructed wetlands and ponds. Water Sci Technol. 1999;40:291–300. doi: 10.1016/S0273-1223(99)00448-5
  • Moustafa MZ. Graphical representation of nutrient removal in constructed wetlands. Wetlands. 1997;17:493–501. doi: 10.1007/BF03161515
  • Somes NLG, Persson J, Wong THF. Influence of wetland design parameters on the hydrodynamics of storm water wetlands. In: Proceedings of HydraStorm, 3rd International Conference on Stormwater Management; 1998; Adelaide, pp. 123–128.
  • Walker DJ. Modeling residence time in storm water ponds. Ecol Eng. 1998;10:247–262. doi: 10.1016/S0925-8574(98)00016-0
  • Worman A, Kronnas V. Effect of pond shape and vegetation heterogeneity on flow and treatment performance of constructed wetlands. J Hydrol. 2005;301:123–138. doi: 10.1016/j.jhydrol.2004.06.038
  • Jenkins GA, Greenway M. The hydraulic efficiency of fringing versus banded vegetation in constructed wetlands. Ecol Eng. 2005;25:61–72. doi: 10.1016/j.ecoleng.2005.03.001
  • Su T-M, Yang S-C, Shih S-S, Lee H-Y. Optimal design for hydraulic efficiency performance of free-water-surface constructed wetlands. Ecol Eng. 2009;35:1200–1207. doi: 10.1016/j.ecoleng.2009.03.024
  • Min JH, Wise WR. Depth-averaged, spatially distributed flow dynamic and solute transport modelling of a large-scaled, subtropical constructed wetland. Hydrol Proc. 2010;24:2724–2737. doi: 10.1002/hyp.7686
  • Lago ME, Miralles-Wilhelm F, Mahmoudi M, Engel V. Numerical modelling of the effects of water flow, sediment transport and vegetation growth on the spatiotemporal patterning of the ridge and slough landscape of the Everglades wetland. Adv Water Resour. 2010;33:1268–1278. doi: 10.1016/j.advwatres.2010.07.009
  • Wamsley TV, Cialone MA, Smith JM, Atkinson JH, Rosati JD. The potential of wetlands in reducing storm surge. Ocean Eng. 2010;37:59–68. doi: 10.1016/j.oceaneng.2009.07.018
  • Wang J, Huang S-L, He C-D, Ng C-O. Numerical analysis of the performance of horizontal and wavy subsurface flow constructed wetlands. J Hydrodyn Ser B. 1011;23:339–347. doi: 10.1016/S1001-6058(10)60121-7
  • Arega F. Hydrodynamic modelling and characterizing of Lagrangian flows in the West Scott Creek wetlands system, South Carolina. J Hydro-environ Res. 2013;7:50–60. doi: 10.1016/j.jher.2012.11.001
  • Yang C-P, Lung W-S, Kuo J-T, Lai J-S, Wang Y-M, Hsu C-H. Using an integrated model to track the fate and transport of suspended solids and heavy metals in the tidal wetlands. Int J Sedim Res. 2012;27:201–212. doi: 10.1016/S1001-6279(12)60028-6
  • Sabbagh-Yazdi SR, Zounemat-Kermani M. Vertex base unstructured finite volume solution on depth averaged tidal currents on 3D bed. Iran J Sci Technol B. 2008;32:563–570.
  • Zounemat-Kermani M, Sabbagh-Yazdi SR. Coupling of two- and three-dimensional hydrodynamic numerical models for simulating wind-induced currents in deep ponds. Comput Fluids. 2010;39:994–1011. doi: 10.1016/j.compfluid.2010.01.011
  • Anastasoiu K, Chan CT. Solution of the 2D shallow water equations using the finite volume method on unstructured triangular meshes. Int J Numer Methods Fluids. 1997;24:1225–1245. doi: 10.1002/(SICI)1097-0363(19970615)24:11<1225::AID-FLD540>3.0.CO;2-D
  • Ern A, Piperno AES, Djadel K. A well-balanced Runge–Kutta discontinuous Galerkin method for the shallow-water equations with flooding and drying. Int J Numer Methods Fluids. 2007;58:1–25. doi: 10.1002/fld.1674
  • Quecedo M, Pastor M. A reappraisal of Taylor–Galerkin algorithm for drying–wetting areas in shallow water computations. Int J Numer Methods Fluids. 2002;38:515–531. doi: 10.1002/fld.225
  • Rodi W. Turbulence models and their application in hydraulics – a state of the art review. 3rd ed. Delft: International Association for Hydraulic Research; 1993.
  • Scholz M, Harrington R, Carroll P, Mustafa A. The Integrated Constructed Wetlands (ICW) concept. Wetlands. 2007;27:337–354. doi: 10.1672/0277-5212(2007)27[337:TICWIC]2.0.CO;2
  • Scholz M, Trepel M. Hydraulic characteristics of groundwater-fed open ditches in a peatland. Ecol Eng. 2004;23:29–45. doi: 10.1016/j.ecoleng.2004.06.011
  • Panuvatvanich A, Koottatep T, Koné D. Hydraulic behaviour of vertical-flow constructed wetland under different operating conditions. Environ Technol. 2009;30(10):1031–1040. doi: 10.1080/09593330903051667
  • Luo J, Cirpka OA, Kitanidis PK. Temporal-moment matching for truncated breakthrough curves for step or step-pulse injection. Adv Water Resour. 2006;29:1306–1313. doi: 10.1016/j.advwatres.2005.10.005
  • Zhu J, Cai X, Yeh T-CJ. Analysis of tracer tomography using temporal moments of tracer breakthrough curves. Adv Water Resour. 2009;32:391–400. doi: 10.1016/j.advwatres.2008.12.001
  • Avelar FF, de Matos AT, de Matos MP, Borges AC. Coliform bacteria removal from sewage in constructed wetlands planted with Mentha aquatic. Environ Technol. 2014;35(16):2095–2103. doi: 10.1080/09593330.2014.893025
  • Tsihrintzis VA, Akratos CS, Gikas GD, Karamouzis D, Angelakis AN. Performance and cost comparison of a FWS and a VSF constructed wetland system. Environ Technol. 2007;28:621–628. doi: 10.1080/09593332808618820
  • Sarmento AP, Borges AC, de Matos AT. Effect of cultivated species and retention time on the performance of constructed wetlands. Environ Technol. 2013;34(8):961–965. doi: 10.1080/09593330.2012.724210
  • Beebe DA, Castle JW, Molza FJ, Rodgers JH. Effects of evapotranspiration on treatment performance in constructed wetlands: experimental studies and modelling. Ecol Eng. 2014;71:394–400. doi: 10.1016/j.ecoleng.2014.07.052

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