bed slope term; divergence formulation; discretization schemes; energy balance; flux-vector splitting; shallow-water
Abstract :
[en] In this research, the influence on energy balance of the discretization scheme of the divergence
formulation of the bed slope term in the shallow-water equations is analysed theoretically (for a single topographic step) and based on two numerical tests. Different values of the main parameter controlling the discretization scheme of the divergence formulation are analysed to identify the formulation which minimizes the energy variation resulting from the discretization. For a wide range of ambient Froude numbers and relative step heights, the theoretical value of the control parameter minimizing the energy variation falls within a very narrow range, which can reasonably be approximated by a single “optimal” value. This is a result of high practical relevance for the design of accurate numerical schemes, as confirmed by the results of the numerical tests.
Disciplines :
Civil engineering
Author, co-author :
Bruwier, Martin ; Université de Liège > Département ArGEnCo > Hydraulics in Environmental and Civil Engineering
Archambeau, Pierre ; Université de Liège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
Erpicum, Sébastien ; Université de Liège > Scientifiques attachés au Doyen (Sc.appliquées)
Pirotton, Michel ; Université de Liège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
Dewals, Benjamin ; Université de Liège > Département ArGEnCo > Hydraulics in Environmental and Civil Engineering
Language :
English
Title :
Discretization of the divergence formulation of the bed slope term in the shallow-water equations and consequences in terms of energy balance
Publication date :
2016
Journal title :
Applied Mathematical Modelling
ISSN :
0307-904X
eISSN :
1872-8480
Publisher :
Elsevier Science, New York, United States - New York
scite shows how a scientific paper has been cited by providing the context of the citation, a classification describing whether it supports, mentions, or contrasts the cited claim, and a label indicating in which section the citation was made.
Bibliography
[1] Bruwier, M., Archambeau, P., Erpicum, S., Pirotton, M., Dewals, B., Assessing the operation rules of a reservoir system based on a detailed modelling-chain. Nat. Hazards Earth Syst. Sci. 15:3 (2015), 365–379.
[2] Costabile, P., Costanzo, C., Macchione, F., Comparative analysis of overland flow models using finite volume schemes. J. Hydroinform. 14:1 (2012), 122–135.
[3] Costabile, P., Macchione, F., Enhancing river model set-up for 2-D dynamic flood modelling. Environ. Model. Softw. 67 (2015), 89–107.
[4] Schubert, J.E., Sanders, B.F., Building treatments for urban flood inundation models and implications for predictive skill and modeling efficiency. Adv. Water Resour. 41:0 (2012), 49–64.
[5] Singh, J., Altinakar, M.S., Ding, Y., Two-dimensional numerical modeling of dam-break flows over natural terrain using a central explicit scheme. Adv. Water Resour. 34:10 (2011), 1366–1375.
[6] Wu, W., Wang, S.Y., One-dimensional modeling of dam-break flow over movable beds. J. Hydraul. Eng. 133:1 (2007), 48–58.
[7] Tonnon, P.K., van Rijn, L.C., Walstra, D.J.R., The morphodynamic modelling of tidal sand waves on the shoreface. Coast. Eng. 54:4 (2007), 279–296.
[8] Stilmant, F., Pirotton, M., Archambeau, P., Erpicum, S., Dewals, B., Can the collapse of a fly ash heap develop into an air-fluidized flow? Reanalysis of the Jupille accident (1961). Geomorphology 228 (2015), 746–755.
[9] Bermúdez, A., Vázquez, M.E., Upwind methods for hyperbolic conservation laws with source terms. Comput. Fluids 23:8 (1994), 1049–1071.
[10] Nujic, M., Efficient implementation of non-oscillatory schemes for the computation of free-surface flows. J. Hydraul. Res. 33:1 (1995), 101–111.
[11] Garcia-Navarro, P., Vázquez, M.E., On numerical treatment of the source terms in the shallow water equations. Comput. Fluids 29:8 (2000), 951–979.
[12] Bermúdez, A., Dervieux, A., Desideri, J.A., Vázquez, M.E., Upwind schemes for the two-dimensional shallow water equations with variable depth using unstructured meshes. Comput. Methods Appl. Mech. Eng. 155:1-2 (1998), 49–72.
[13] LeVeque, R.J., Balancing source terms and flux gradients in high-resolution godunov methods: the quasi-steady wave-propagation algorithm. J. Comput. Phys. 146:1 (1998), 346–365.
[14] Hubbard, M.E., Multidimensional slope limiters for muscl-type finite volume schemes on unstructured grids. J. Comput. Phys. 155:1 (1999), 54–74.
[15] Vázquez, M.E., Improved treatment of source terms in upwind schemes for the shallow water equations in channels with irregular geometry. J. Comput. Phys. 148:2 (1999), 497–526.
[16] Liang, Q., Marche, F., Numerical resolution of well-balanced shallow water equations with complex source terms. Adv. Water Resour. 32:6 (2009), 873–884.
[17] Field, W.G., Lambert, M.F., Williams, B.J., Energy and momentum in one dimensional open channel flow. J. Hydraul. Res. 36:1 (1998), 29–42.
[18] Valiani, A., Caleffi, V., Zanni, A., Case study: malpasset dam-break simulation using a 2D finite-volume method. J. Hydraul. Eng. 128:5 (2002), 460–472.
[19] Kesserwani, G., Topography discretization techniques for Godunov-type shallow water numerical models: a comparative study. J. Hydraul. Res. 51:4 (2013), 351–367.
[20] Zhou, J.G., Causon, D.M., Mingham, C.G., Ingram, D.M., The surface gradient method for the treatment of source terms in the shallow-water equations. J. Comput. Phys. 168:1 (2001), 1–25.
[21] Valiani, A., Begnudelli, L., Divergence form for bed slope source term in shallow water equations. J. Hydraul. Eng. 132:7 (2006), 652–665.
[22] Kim, B., Sanders, B.F., Schubert, J.E., Famiglietti, J.S., Mesh type tradeoffs in 2D hydrodynamic modeling of flooding with a Godunov-based flow solver. Adv. Water Resour. 68 (2014), 42–61.
[23] Sanders, B.F., Schubert, J.E., Gallegos, H.A., Integral formulation of shallow-water equations with anisotropic porosity for urban flood modeling. J. Hydrol. 362:1-2 (2008), 19–38.
[24] Valiani, A., Begnudelli, L., Discussion of ‘‘Divergence form for bed slope source term in shallow water equations” by Alessandro Valiani and Lorenzo Begnudelli. J. Hydraul. Eng. 134:5 (2006), 680–682.
[25] Hou, J., Liang, Q., Simons, F., Hinkelmann, R., A 2D well-balanced shallow flow model for unstructured grids with novel slope source term treatment. Adv. Water Resour. 52 (2013), 107–131.
[26] Hou, J., Liang, Q., Simons, F., Mahgoub, M., Hinkelmann, R., A robust well-balanced model on unstructured grids for shallow water flows with wetting and drying over complex topography. Comput. Methods Appl. Mech. Eng. 257 (2013), 126–149.
[27] Murillo, J., Garcia-Navarro, P., Energy balance numerical schemes for shallow water equations with discontinuous topography. J. Comput. Phys. 236:1 (2013), 119–142.
[28] Murillo, J., Garcia-Navarro, P., Accurate numerical modeling of 1D flow in channels with arbitrary shape. Application of the energy balanced property. J. Comput. Phys. 260:1 (2014), 222–248.
[29] Stelling, G.S., Duinmeijer, S.P.A., A staggered conservative scheme for every Froude number in rapidly varied shallow water flows. Int. J. Numer. Methods Fluids 43:12 (2003), 1329–1354.
[30] S. Erpicum, Optimisation objective de paramètres en écoulements turbulents à surface libre sur maillage multibloc, Phd Thesis, University of Liege (ULG), Belgium, 2006 [in french].
[31] Castro-Orgaz, O., Giráldez, J.V., Ayuso, J.L., Energy and momentum under critical flow conditions. J. Hydraul. Res. 46:6 (2008), 844–848.
[32] Erpicum, S., Dewals, B.J., Archambeau, P., Detrembleur, S., Pirotton, M., Detailed inundation modelling using high resolution DEMs. Eng. Appl. Comput. Fluid Mech. 4 (2010), 196–208.
[33] Aureli, F., Maranzoni, A., Mignosa, P., Ziveri, C., A weighted surface-depth gradient method for the numerical integration of the 2D shallow water equations with topography. Adv. Water Resour. 31 (2008), 962–974.
[34] Dewals, B.J., Kantoush, S.A., Erpicum, S., Pirotton, M., Schleiss, A.J., Experimental and numerical analysis of flow instabilities in rectangular shallow basins. Environ. Fluid Mech. 8:1 (2008), 31–54.
[35] Erpicum, S., Dewals, B.J., Archambeau, P., Pirotton, M., Dam-break flow computation based on an efficient flux-vector splitting. J. Comput. Appl. Math. 234 (2010), 2143–2151.
[36] Alcrudo, F., Soares-Frazão, S., Conclusions from the 1st CADAM meeting – Wallingford UK. Concerted Action on Dam-Break Modeling – Proc. CADAM meeting Wallingford, United Kingdom 2 and 3 March 1998, European Commission, Brussels, 1999, 35–43.
Similar publications
Sorry the service is unavailable at the moment. Please try again later.
This website uses cookies to improve user experience. Read more
Save & Close
Accept all
Decline all
Show detailsHide details
Cookie declaration
About cookies
Strictly necessary
Performance
Strictly necessary cookies allow core website functionality such as user login and account management. The website cannot be used properly without strictly necessary cookies.
This cookie is used by Cookie-Script.com service to remember visitor cookie consent preferences. It is necessary for Cookie-Script.com cookie banner to work properly.
Performance cookies are used to see how visitors use the website, eg. analytics cookies. Those cookies cannot be used to directly identify a certain visitor.
Used to store the attribution information, the referrer initially used to visit the website
Cookies are small text files that are placed on your computer by websites that you visit. Websites use cookies to help users navigate efficiently and perform certain functions. Cookies that are required for the website to operate properly are allowed to be set without your permission. All other cookies need to be approved before they can be set in the browser.
You can change your consent to cookie usage at any time on our Privacy Policy page.