@article{ValeroBungErpicumetal.2022, author = {Valero, Daniel and Bung, Daniel Bernhard and Erpicum, Sebastien and Peltier, Yann and Dewals, Benjamin}, title = {Unsteady shallow meandering flows in rectangular reservoirs: a modal analysis of URANS modelling}, series = {Journal of Hydro-environment Research}, journal = {Journal of Hydro-environment Research}, number = {In Press}, publisher = {Elsevier}, address = {Amsterdam}, issn = {1570-6443}, doi = {10.1016/j.jher.2022.03.002}, year = {2022}, abstract = {Shallow flows are common in natural and human-made environments. Even for simple rectangular shallow reservoirs, recent laboratory experiments show that the developing flow fields are particularly complex, involving large-scale turbulent structures. For specific combinations of reservoir size and hydraulic conditions, a meandering jet can be observed. While some aspects of this pseudo-2D flow pattern can be reproduced using a 2D numerical model, new 3D simulations, based on the unsteady Reynolds-Averaged Navier-Stokes equations, show consistent advantages as presented herein. A Proper Orthogonal Decomposition was used to characterize the four most energetic modes of the meandering jet at the free surface level, allowing comparison against experimental data and 2D (depth-averaged) numerical results. Three different isotropic eddy viscosity models (RNG k-ε, k-ε, k-ω) were tested. The 3D models accurately predicted the frequency of the modes, whereas the amplitudes of the modes and associated energy were damped for the friction-dominant cases and augmented for non-frictional ones. The performance of the three turbulence models remained essentially similar, with slightly better predictions by RNG k-ε model in the case with the highest Reynolds number. Finally, the Q-criterion was used to identify vortices and study their dynamics, assisting on the identification of the differences between: i) the three-dimensional phenomenon (here reproduced), ii) its two-dimensional footprint in the free surface (experimental observations) and iii) the depth-averaged case (represented by 2D models).}, language = {en} } @inproceedings{ValeroBungOertel2016, author = {Valero, Daniel and Bung, Daniel Bernhard and Oertel, M.}, title = {Turbulent dispersion in bounded horizontal jets : RANS capabilities and physical modeling comparison}, series = {Sustainable Hydraulics in the Era of Global Change : Proceedings of the 4th IAHR Europe Congress (Liege, Belgium, 27-29 July 2016)}, booktitle = {Sustainable Hydraulics in the Era of Global Change : Proceedings of the 4th IAHR Europe Congress (Liege, Belgium, 27-29 July 2016)}, editor = {Dewals, Benjamin}, publisher = {CRC Press}, isbn = {978-1-138-02977-4}, doi = {10.1201/b21902-13}, pages = {49 -- 55}, year = {2016}, language = {en} } @article{ValeroChansonBung2019, author = {Valero, Daniel and Chanson, Hubert and Bung, Daniel Bernhard}, title = {Robust estimators for turbulence properties assessment}, pages = {1 -- 24}, year = {2019}, language = {en} } @article{ValeroChansonBung2020, author = {Valero, Daniel and Chanson, Hubert and Bung, Daniel Bernhard}, title = {Robust estimators for free surface turbulence characterization: A stepped spillway application}, series = {Flow Measurement and Instrumentation}, volume = {76}, journal = {Flow Measurement and Instrumentation}, number = {Art. 101809}, publisher = {Elsevier}, address = {Amsterdam}, issn = {0955-5986}, doi = {10.1016/j.flowmeasinst.2020.101809}, year = {2020}, abstract = {Robust estimators are parameters insensitive to the presence of outliers. However, they presume the shape of the variables' probability density function. This study exemplifies the sensitivity of turbulent quantities to the use of classic and robust estimators and the presence of outliers in turbulent flow depth time series. A wide range of turbulence quantities was analysed based upon a stepped spillway case study, using flow depths sampled with Acoustic Displacement Meters as the flow variable of interest. The studied parameters include: the expected free surface level, the expected fluctuation intensity, the depth skewness, the autocorrelation timescales, the vertical velocity fluctuation intensity, the perturbations celerity and the one-dimensional free surface turbulence spectrum. Three levels of filtering were utilised prior to applying classic and robust estimators, showing that comparable robustness can be obtained either using classic estimators together with an intermediate filtering technique or using robust estimators instead, without any filtering technique.}, language = {en} } @inproceedings{ValeroKramerBungetal.2019, author = {Valero, Daniel and Kramer, Matthias and Bung, Daniel Bernhard and Chanson, Hubert}, title = {A stochastic bubble generator for air-water flow research}, series = {E-proceedings of the 38th IAHR World Congress, September 1-6, 2019, Panama City, Panama}, booktitle = {E-proceedings of the 38th IAHR World Congress, September 1-6, 2019, Panama City, Panama}, doi = {10.3850/38WC092019-0909}, pages = {5714 -- 5721}, year = {2019}, language = {en} } @article{ValeroSchalkoFriedrichetal.2021, author = {Valero, Daniel and Schalko, Isabella and Friedrich, Heide and Abad, Jorge D. and Bung, Daniel Bernhard and Donchyts, Gennadii and Felder, Stefan and Ferreira, Rui M. L. and Hohermuth, Benjamin and Kramer, Matthias and Li, Danxun and Mendes, Luis and Moreno-Rodenas, Antonio and Nones, Michael and Paron, Paolo and Ruiz-Villanueva, Virginia and Wang, Ruo-Qian and Franca, Mario J.}, title = {Pathways towards democratization of hydro-environment observations and data}, series = {Iahr White Paper Series}, journal = {Iahr White Paper Series}, number = {1}, publisher = {International Association for Hydro-Environment Engineering and Research (IAHR)}, pages = {1 -- 9}, year = {2021}, language = {en} } @article{ValeroVitiGualtieri2019, author = {Valero, Daniel and Viti, Nicolo and Gualtieri, Carlo}, title = {Numerical Simulation of Hydraulic Jumps. Part 1: Experimental Data for Modelling Performance Assessment}, series = {Water}, volume = {11}, journal = {Water}, number = {1}, publisher = {MDPI}, address = {Basel}, issn = {2073-4441}, doi = {10.3390/w11010036}, pages = {Art. Nr. 36}, year = {2019}, language = {en} } @inproceedings{ValeroVogelSchmidtetal.2018, author = {Valero, Daniel and Vogel, Jochen and Schmidt, Daniel and Bung, Daniel Bernhard}, title = {Three-dimensional flow structure inside the cavity of a non-aerated stepped chute}, series = {7th IAHR International Symposium on Hydraulic Structures, Aachen, Germany, 15-18 May}, booktitle = {7th IAHR International Symposium on Hydraulic Structures, Aachen, Germany, 15-18 May}, isbn = {978-0-692-13277-7}, doi = {10.15142/T3GH17}, pages = {12 Seiten}, year = {2018}, language = {en} } @book{Vismann1995, author = {Vismann, Ulrich}, title = {Zuverl{\"a}ssigkeitstheoretische Verifikation von Bemessungskriterien im Stahlbetonbau}, publisher = {Techn. Univ.}, address = {M{\"u}nchen}, pages = {V, 241 S. : graph. Darst.}, year = {1995}, language = {de} } @book{Vismann1993, author = {Vismann, Ulrich}, title = {Eingepr{\"a}gte Verformungen im Betonbau : Entwicklung eines Bemessungs- und Sicherungskonzeptes ; [Abschlußbericht zum Forschungsvorhaben IfBt, Az.: IV 1-5-642/91] / [U. Vismann]}, publisher = {IRB-Verl.}, address = {Stuttgart}, pages = {XI, 152 S. : graph. Darst.}, year = {1993}, language = {de} } @incollection{Vismann2012, author = {Vismann, Ulrich}, title = {Stahlbeton- und Spannbetonbau nach Eurocode 2}, series = {Wendehorst Bautechnische Zahlentafeln}, booktitle = {Wendehorst Bautechnische Zahlentafeln}, editor = {Vismann, Ulrich}, edition = {34}, publisher = {Vieweg + Teubner}, address = {Wiesbaden}, isbn = {978-3-8348-0960-5}, doi = {10.1007/978-3-8348-8613-2_12}, pages = {601 -- 775}, year = {2012}, abstract = {Die bauaufsichtliche Einf{\"u}hrung der Eurocodes steht unmittelbar bevor. F{\"u}r den Bereich des Stahl- und Spannbetonbaus soll die Anwendung zum 1. Juli 2012 verbindlich sein, d. h. mit diesem Stichtag sollte nur noch der Eurocode 2 (DIN EN 1992-1-1, Ausgabe Januar 2011) mit seinem zugeh{\"o}rigen nationalen Anhang (DIN EN 1992-1-1/NA, Ausgabe Januar 2011) Verwendung finden, die DIN 1045-1 wird zur{\"u}ckgezogen. Bereits seit M{\"a}rz 2010 gilt eine {\"U}bergangsphase, ist der die Anwendung des Eurocodes alternativ zur DIN 1045-1 als bauaufsichtlich gleichwertige L{\"o}sung m{\"o}glich.}, language = {de} } @incollection{Vismann2012, author = {Vismann, Ulrich}, title = {Beton nach DIN 1045-2}, series = {Wendehorst Bautechnische Zahlentafeln}, booktitle = {Wendehorst Bautechnische Zahlentafeln}, editor = {Vismann, Ulrich}, edition = {34}, publisher = {Vieweg + Teubner}, address = {Wiesbaden}, isbn = {978-3-8348-0960-5}, doi = {10.1007/978-3-8348-8613-2_11}, pages = {571 -- 600}, year = {2012}, language = {de} } @book{Vismann2012, author = {Vismann, Ulrich}, title = {Wendehorst Bautechnische Zahlentafeln / hrsg. von Ulrich Vismann in Verbindung mit dem DIN Deutsches Institut f{\"u}r Normung e.V. Herwig Baumgartner ...}, edition = {34., vollst. {\"u}berarb. und erw. Aufl.}, publisher = {Vieweg + Teubner}, address = {Wiesbaden}, isbn = {978-3-8348-0960-5}, doi = {10.1007/978-3-8348-8613-2}, pages = {1688 S. : graph. Darst.}, year = {2012}, language = {de} } @incollection{Vismann2015, author = {Vismann, Ulrich}, title = {Beton}, series = {Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl.}, booktitle = {Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01689-0 ; 978-3-410-24199-7}, doi = {10.1007/978-3-658-01689-0_11}, pages = {477 -- 495}, year = {2015}, language = {de} } @book{Vismann2015, author = {Vismann, Ulrich}, title = {Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... - 35. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01689-0 ; 978-3-410-24199-7}, doi = {10.1007/978-3-658-01689-0}, pages = {XVI, 1377 S. : graph. Darst.}, year = {2015}, language = {de} } @incollection{Vismann2015, author = {Vismann, Ulrich}, title = {Stahlbeton und Spannbeton nach Eurocode 2}, series = {Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl.}, booktitle = {Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01689-0 ; 978-3-410-24199-7}, doi = {10.1007/978-3-658-01689-0_12}, pages = {497 -- 655}, year = {2015}, language = {de} } @incollection{Vismann2012, author = {Vismann, Ulrich}, title = {Stahlbetonbau}, series = {Wendehorst Beispiele aus der Baupraxis. - 4. Aufl.}, booktitle = {Wendehorst Beispiele aus der Baupraxis. - 4. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-8348-0999-5 ; 978-3-8348-8229-5}, doi = {10.1007/978-3-8348-8229-5_9}, pages = {223 -- 262}, year = {2012}, language = {de} } @incollection{Vismann2009, author = {Vismann, Ulrich}, title = {Stahlbetonbau}, series = {Wendehorst Beispiele aus der Baupraxis. - 3. Aufl.}, booktitle = {Wendehorst Beispiele aus der Baupraxis. - 3. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-8348-0684-0 ; 978-3-8348-9997-2}, doi = {10.1007/978-3-8348-9997-2_9}, pages = {203 -- 233}, year = {2009}, language = {de} } @book{Vismann2015, author = {Vismann, Ulrich}, title = {Wendehorst Beispiele aus der Baupraxis / Ulrich Vismann (Hrsg.). - 5., durchges. und aktualis. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01680-7 (print) ; 978-3-658-01681-4 (e-Book)}, doi = {10.1007/978-3-658-01681-4}, pages = {XIII, 774 S.}, year = {2015}, language = {de} } @book{Vismann2012, author = {Vismann, Ulrich}, title = {Wendehorst Beispiele aus der Baupraxis / Ulrich Vismann (Hrsg.). - 4., durchges. und aktualis. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-8348-0999-5 ; 978-3-8348-8229-5}, doi = {10.1007/978-3-8348-8229-5}, pages = {X, 653 S.}, year = {2012}, language = {de} }