Abstract
In the prospect of climate change, and especially sea level rise, the Polder2C’s project has been set up to improve, among others, knowledge of external erosion processes on seashore earth dikes. Within the project, overflow, overtopping and breaching in-situ tests are carried out in the Hedwige and Prosper polder, while numerical models are set up to improve technical analysis of testing results. This paper describes blind predictions of water depth and flow velocity on the slope of a levee during an overflow event, before the test is conducted, using a range of different state-of-the-art numerical models. This model predictions were performed by several Polder2C’s project partners. All models considered the same levee geometry, roughness of the grass cover layer and upstream boundary conditions and the models were not calibrated afterwards. The aim of the comparison is to identify best numerical tools to predict flow patterns for different hydraulic loading conditions, since it determines the erosion process, which is to be analyzed as a second step. Homogeneous results have been found with the different deployed models, with some spread partially linked to numerical uncertainties, and calculation methods. The next steps are calibrating of the numerical models (e.g. the roughness of the grass cover layer) and modelling of the erosion process under the calculated hydraulic loading conditions. This will lead to a better understanding of erosion processes under overflow conditions. The test data will be made publicly available, to make it accessible for people outside the project as well.
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References
ICFR (2019) World disasters report 2020. Come heat or high water. ISBN 978-2-9701289-5-3. https://media.ifrc.org/ifrc/world-disaster-report-2020
Vousdoukas MI, Mentaschi L, Voukouvalas E, Verlaan M, Feyen L (2017) Extreme sea levels on the rise along Europe’s coasts. Earth’s Future 5(3):304–323
Blöschl G, Hall J, Viglione A, Perdigão RA, Parajka J, Merz B, Lun D, Arheimer B, Aronica GT, Bilibashi A, Boháč M, Živković N (2019). Changing climate both increases and decreases European river floods. Nature 573(7772):108–111
De Beukelaer-Dossche M, Decleyre D (2013) Bergenmeersen. Construction of a flood control area with controlled reduced tide as the part of the sigmaplan. Waterway and Sea Canal (W&SC) & Agency for Nature and Forest (ANB)
CIRIA (1987) Design of reinforced grass waterways
U.S. Army Corps of Engineers (1992) Hydraulic design of spillways. Engineer manual No. 1110-2-1603
Berlamont J (1980) Hydraulic grade line theory: the permanent, turbulent flow in open channels with fixed bottom. KULeuven [Course: in Dutch]
Bresse M (1860) Cours de Mécanique Appliquée. Seconde Partie. Hydraulique. Professeur à l’école nationale des ponts et chaussées
Whitehead E (1976) A guide to the use of grass in hydraulic engineering practice. HR Wallingford report 71
Soares-Frazão S, Zech Y (2011) HLLC scheme with novel wave-speed estimators appropriate for two-dimensional shallow-water flow on erodible bed. Int J Numer Meth Fluids 66(8):1019–1036
Swartenbroekx C, Soares-Frazão S, Staquet R, Zech Y (2010) Two-dimensional operator for bank failures induced by water-level rise in dam-break flows. J Hydraul Res 48(3):302–314
Hervouet JM (2007) Hydrodynamics of free surface flows: modelling with the finite element method, vol 360. Wiley, New York
Marriott MJ, Jayaratne R (2010) Hydraulic roughness—Links between Manning’s coefficient. Nikuradse’s equivalent sand roughness and bed grain size. UEL, London, UK
Acknowledgements
This project is partly funded by the Interreg 2 Seas 2014-2020 programme, and co-financed by the European Regional Development Fund within subsidy contract number [2S07-023].
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Rikkert, S.J.H. et al. (2022). How Strong Are Our Levees? Hydraulic Analysis Based on Polder2C’s Project in Situ Testing. In: Gourbesville, P., Caignaert, G. (eds) Advances in Hydroinformatics. Springer Water. Springer, Singapore. https://doi.org/10.1007/978-981-19-1600-7_58
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