Chapter
May 31, 2018
World Environmental and Water Resources Congress 2018

Development and Verification of a Three-Dimensional Model for Flow Hydrodynamic and Sediment Transport Simulation

Publication: World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water

ABSTRACT

Three-dimensional (3D) flow and sediment transport modelling, with non-hydrostatic assumption, is rarely carried out in hydraulic applications. The use is often limited to academic research to gain physical understanding of complex flows or sediment transport processes. Such a modelling is labor intensive and demands prohibitive computing resources. Preparation of 3D meshes is a tedious process that requires the use of commercial software. Model execution often requires access to super computers unavailable to most engineers. In this study, we report the research and development effort at the Bureau of Reclamation in developing a 3D model for future general-purpose and license-free modelling of practical river applications. Several new techniques are proposed to achieve the objectives. First, an unstructured physical-coordinate sigma mesh is proposed and developed. With this mesh, only a two-dimensional (2D) horizontal mesh is needed, which may assume arbitrary polygonal shapes. The vertical mesh is automatically generated conforming to the bed and free surface elevations. Second, the mesh is allowed to move in the vertical direction by adopting the Lagrangian-Eulerian formulation; this way, the mesh points move adaptively according to the free surface and bed changes. Third and final, a special 3D sediment transport module is developed and coupled to the 3D flow solver. The outcome is a general 3D model that may be used to simulate local scours in practical rivers. In the paper, we will highlight the numerical methods developed, and present model test, and verification results in comparison with available experimental data.

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ACKNOWLEDGEMENT

The study is part of a collaborative agreement between the Bureau of Reclamation and Taiwan Water Resources Agency (WRA). Funding support from both the Reclamation Science and Technology Program and Taiwan WRA are acknowledged. Special thank is to Mr. Kuowei Wu (WRA) who provided technical supervision for the study.

REFERENCES

Armfield, S., and Street, R. (2002). “An analysis and comparison of the time accuracy of fractional step methods for the Navier-Stokes equations on staggered grids.” International Journal for Numerical Methods in Fluids, 38(3):255–282.
ASCE (2007). ASCE Sedimentation Manual. Sedimentation Engineering: Processes, Measurements, Modeling and Practice. ASCE Manual and Reports on Engineering Practice No. 110. Reston, VA. Marcelo Garcia (ed).
Behr, M., and Tezduyar, T. E. (1994). “Finite-element solution strategies for large-scale simulations.” Comput. Methods Appl. Mech. Eng., 112, 3–24.
Berger, R. C., and Stockstill, R. L. (1999). “A finite-element system for flows.” Proc., 1999 American Society of Civil Engineers (ASCE) Water Resources Engineering Conf., Water Resources into the New Millennium, Past Accomplishments and New Challenges, Seattle.
Bihs, H., Ong, M., Kamath, A. and Arntsen, Ø. A. (2013). “A level set method based numerical wave tank for calculation of wave forces on horizontal and vertical cylinders.” In Proc., Seventh National Conference on Computation Mechanics, Trondheim, Norway.
Casulli, V. (1997). “Numerical simulation of three-dimensional free surface flow in isopycnal coordinates.” Int. J. Numer. Methods Fluids, 25, 645–658.
Casulli, V. and Stelling, G.S. (1998). “Numerical simulation of 3D quasi-hydrostatic, free-surface flows.” Journal of Hydraulic Engineering, 124(7):678–686.
Casulli, V. (1999). “A semi-implicit finite difference method for non-hydrostatic, free-surface flows.” International Journal for Numerical Methods in Fluids, 30:425–440.
Cokljat, D., and Younis, B. A. (1995). “Second-order closure study of open-channel flows.” J. Hydraul. Eng., 121~2!, 94–107.
Demuren, A. O. (1993). “A numerical model for flow in meandering channels with natural bed topography.” Water Resour. Res., 19(4),1269–1277.
Fringer, O.B., Gerritsen, M., and Street, R.L. (2006). “An unstructured-grid, finite-volume, nonhydrostatic, parallel coastal ocean simulator.” Ocean Modeling, 14(3-4):139–173.
Ge, L., and Sotiropoulos, F. (2007). “A numerical method for solving the 3D unsteady incompressible navierstokes equations in curvilinear domains with complex immersed boundaries.” J. Comput. Phys., 225(2), 1782–1809.
Greimann, B., Lai, Y., and Huang, J. (2008). “Two-dimensional total sediment load model equations.” J. Hydraul. Eng., 1142–1146.
Huang, J. C., and Weber, L. J. (1998). “Numerical simulation of the forebay of Lower Granite lock and dam.” Hydro Vision 98, Reno, Nev., July.
Jia, Y. (2013). Technical Manual of CCHE3D Version 1.1. NCCHE-TR-01-2013. National Center for Computational Hydroscience and Engineering, The University of Mississippi University, MS 38677.
Jia, Y., Altinakar, M. and Guney, M.S. (2017). “Three-dimensional numerical simulations of local scouring around bridge piers.” J. Hydraulic Research.
Kang, S., Lightbody, A., Hill, C., and Sotiropoulos, F. (2011). “High resolution numerical simulation of turbulence in natural waterways.” Adv. Water Resour., 34(1), 98–113.
Khosronejad, A, Kang, S., and Sotiropoulos, F. (2012). “Experimental and Computational Investigation of Local Scour around Bridge Piers.” Advances in Water Resources 37, 73-85.
Khosronejad, A, Kozarek, J.L., and Sotiropoulos, F. (2014). “Simulation-Based Approach for Stream Restoration Structure Design: Model Development and Validation.” J. Hydraul. Eng., 140, (ASCE)0733-9429/04014042.
Lai, Y.G. and Przekwas, A.J. (1994). “A Finite-Volume Method for Simulations of Fluid Flows with Moving Boundaries,” Int. J. Comp. Fluid Dynamics, Vol.2, pp.19-40.
Lai, Y.G. (2000). “Unstructured Grid Arbitrarily Shaped Element Method for Fluid Flow Simulation,” AIAA Journal, Vol.38, No.12, pp.2246-2252.
Lai, Y. G., Weber, L. J., and Patel, V. C. (2003). “Nonhydrostatic three dimensional method for hydraulic flow simulation. I: Formulation and verification.” J. Hydraul. Eng., 129(3), 196–205.
Lai, Y.G. (2017) “Development of a Three-Dimensional Hydrostatic-Assumption Model for Flow and Turbidity Current Simulation – Final Report.” Sedimentation and River Hydraulics Report SRH-2018-01, Technical Service Center, U.S. Bureau of Reclamation.
Landsberg, A., Chtchelkanova, A., Lind, C., Boris, J., and Young, T. (1998). Fast3D user and programmer reference manual.
Launder, B. E., and Spalding, D. B. (1974). “The numerical computation of turbulent flows.” Comput. Methods Appl. Mech. Eng., 3, 269–289.
Li, S., Lai, Y.G., Weber, L.J., Silva, J.M., Patel, V.C., (2004). “Validation of a Three-Dimensional Numerical Model for Water-Pump Intakes”, J. Hydraulic Research, IAHS, vol.42(3).
Mahadevan, A., Oliger, J., and Street, R. (1996a). “A nonhydrostatic mesoscale ocean model. part i: Well-posedness and scaling.” Journal of Physical Oceanography, 26(9): 1868–1880.
Mahadevan, A., Oliger, J., and Street, R. (1996b). “A nonhydrostatic mesoscale ocean model. part ii: Numerical implementation.” Journal of Physical Oceanography, 26(9): 1881–1900.
Meyer-Peter, E., and Muller R. (1948). “Formulas for bed-load transport.” Proc., 2nd Meeting, IAHR, Stockholm, Sweden, 39-64.
Olsen, N. and Melaaen, C. (1993). “Three-dimensional calculation of scour around cylinders.” J. Hydraul. Eng. 119(9): 1048–1054.
Olsen, N. (1994). “SSIIM: A three-dimensional numerical model for simulation of water and sediment flow.” HYDROSOFT 94, Porto Carras, Greece.
Olsen, N. and Kjellesvig, H.M. (1998). “Three dimensional numerical flow modeling for estimation of maximum local scour depth.” J Hydraul Res 36(4):579590.
Papanicolaou, A.N.T., Elhakeem, M., Krallis, G., Prakash, S., Edinger, J. (2008). “Sediment Transport Modeling Review - Current and Future Developments.” J. Hydraulic Engineering, ASCE, 134(1), 1-14.
Sotiropoulos, F., and Patel, V. C. (1992). “Flow in curved ducts of varying cross section.” IIHR Report No. 358, Iowa Institute of Hydraulic Research, The University of Iowa, Iowa City, Iowa.
Ullmann, S. (2008). “Three-dimensional computation of non-hydrostatic free-surface flows.” MS Thesis, Delft University of Technology.
van Rijn, L.C. (1989). Handbook Sediment Transport by Currents and Waves, Report H461, Delft Hydraulics.
Weber, L.J., Huang, H., Lai, Y.G., and McCoy, A., (2004). “Modeling Total Dissolved Gas Production and Transport Downstream of Spillways – Three-Dimensional Model Development and Applications,” Int. J. River Basin Management, vol.2(3), 157-167.
Wu, W., Rodi, W., and Wenka, T. (2000). “3D Numerical Modeling of Flow and Sediment Transport Open Channels.” J. Hydraul. Eng., 126(1), 4-15.
Wu, W., (2004). “Depth-averaged two-dimensional numerical modeling of unsteady flow and nonuniform sediment transport in open channels,” J. Hydraulic Engineering, 130(10), 1013-1024.
Ye, J., and McCorquodale, J. A. (1998). “Simulation of curved open channel flows by 3D hydrodynamic model.” J. Hydraul. Eng., 124(7), 687–698.
Yost, S. (1995). “Three-dimensional nonhydrostatic modeling of free surface flows and transport of cohesive sediment.” PhD thesis, Civil Engineering, University of Michigan, Ann Arbor, Mich.
Zeng, J., Constantinescu, G., and Weber, L. (2005). “A fully 3D nonhydrostatic model for prediction of flow, sediment transport and bed morphology in open channels.” 31st Int. Association Hydraulic Research Congress, Seoul, Korea.

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Go to World Environmental and Water Resources Congress 2018
World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water
Pages: 18 - 30
Editor: Sri Kamojjala, Las Vegas Valley Water District
ISBN (Online): 978-0-7844-8142-4

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Published online: May 31, 2018

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Yong G. Lai, Ph.D. [email protected]
Technical Service Center, U.S. Bureau of Reclamation, PO Box 25007, Denver, CO 80225. E-mail: [email protected]

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