| Initial stage of two-dimensional dam-break waves: Laboratory versus VOF M Oertel, DB Bung Journal of Hydraulic Research 50 (1), 89-97, 2012 | 92 | 2012 |
| Crossbar block ramps: Flow regimes, energy dissipation, friction factors, and drag forces M Oertel, A Schlenkhoff Journal of Hydraulic Engineering 138 (5), 440-448, 2012 | 56 | 2012 |
| Hydraulic structures engineering: An evolving science in a changing world S Erpicum, BM Crookston, F Bombardelli, DB Bung, S Felder, S Mulligan, ... Wiley Interdisciplinary Reviews: Water 8 (2), e1505, 2021 | 36 | 2021 |
| Numerical investigation of wall thickness influence on Piano Key Weir discharge coefficients: A preliminary study FL Bremer, M Oertel Labyrinth and Piano Key Weirs III, 101-108, 2017 | 27 | 2017 |
| Drag coefficients of boulders on a block ramp due to interaction processes M Oertel, S Peterseim, A Schlenkhoff Journal of Hydraulic Research 49 (3), 372-377, 2011 | 26 | 2011 |
| Discharge coefficients of piano key weirs from experimental and numerical models M Oertel 36th IAHR World Congress the Hague. Netherlands, 2015 | 20 | 2015 |
| In-situ measurements on cross-bar block ramps M Oertel IWLHS 2013 International Workshop on Hydraulic Design of Low-Head Structures …, 2013 | 19 | 2013 |
| Comparative study of nonsymmetrical trapezoidal and rectangular piano key weirs with varying key width ratios X Shen, M Oertel Journal of Hydraulic Engineering 147 (11), 04021045, 2021 | 18 | 2021 |
| Stokes second-order wave interaction with vertical slotted wall breakwater H Ahmed, A Schlenkhoff, M Oertel Coastal Structures 2011: (In 2 Volumes), 691-703, 2013 | 18 | 2013 |
| Piano key weir research: State-of-the-art and future challenges M Oertel | 15 | 2018 |
| Comparison between crossbar block ramp and vertical slot fish pass via numerical 3D CFD simulation J Klein, M Oertel IAHR World CONGRESS 36, 1-9, 2015 | 12 | 2015 |
| 3D printing technique for experimental modeling of hydraulic structures: Exemplary scaled weir models M Oertel, X Shen Water 14 (14), 2153, 2022 | 11 | 2022 |
| Two-dimensional dam-break wave analysis: particle image velocimetry versus optical flow M Oertel, F Suefke Journal of Hydraulic Research, 2020 | 11 | 2020 |
| Influence of piano key weir crest shapes on flow characteristics, scale effects, and energy dissipation for in-channel application X Shen, M Oertel Journal of Hydraulic Engineering 149 (6), 04023010, 2023 | 10 | 2023 |
| Stability and scour development of bed material on crossbar block ramps M Oertel, DB Bung International Journal of Sediment Research 30 (4), 344-350, 2015 | 9 | 2015 |
| Bore propagation over a submerged horizontal plate by physical and numerical simulation DB Bung, A Hildebrandt, M Oertel, A Schlenkhoff, T Schlurmann Coastal Engineering 2008: (In 5 Volumes), 3542-3553, 2009 | 9 | 2009 |
| Flood wave propagation and flooding of underground facilities M Oertel, A Schlenkhoff River Flow, 2008 | 9 | 2008 |
| Vertical Slot Fishway: Evaluation of numerical model quality J Klein, M Oertel | 8 | 2016 |
| Artificial stationary breaking surf waves in a physical and numerical model M Oertel, J Mönkemöller, A Schlenkhoff Journal of hydraulic research 50 (3), 338-343, 2012 | 7 | 2012 |
| Cross-bar block ramps: flow regimes, flow resistance, energy dissipation, stability M Oertel Shaker, 2012 | 7 | 2012 |
Daniel B. BungProfessor, Hydraulic Engineering Section, FH Aachen Univ. of Applied SciencesVerified email at fh-aachen.de
