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Mario Oertel
Mario Oertel
Full Professor, Helmut-Schmidt-University Hamburg
Bestätigte E-Mail-Adresse bei hsu-hh.de - Startseite
Titel
Zitiert von
Zitiert von
Jahr
Initial stage of two-dimensional dam-break waves: Laboratory versus VOF
M Oertel, DB Bung
Journal of Hydraulic Research 50 (1), 89-97, 2012
892012
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
552012
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
272017
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
262011
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
242021
Discharge coefficients of piano key weirs from experimental and numerical models
M Oertel
36th IAHR World Congress the Hague. Netherlands, 2015
212015
In-situ measurements on cross-bar block ramps
M Oertel
IWLHS 2013 International Workshop on Hydraulic Design of Low-Head Structures …, 2013
192013
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
182013
Piano key weir research: State-of-the-art and future challenges
M Oertel
142018
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
132021
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
122015
3D printing technique for experimental modeling of hydraulic structures: Exemplary scaled weir models
M Oertel, X Shen
Water 14 (14), 2153, 2022
92022
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
92015
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
92009
Flood wave propagation and flooding of underground facilities
M Oertel, A Schlenkhoff
River Flow, 2008
92008
Two-dimensional dam-break wave analysis: particle image velocimetry versus optical flow
M Oertel, F Süfke
Journal of Hydraulic Research, 2019
82019
Vertical Slot Fishway: Evaluation of numerical model quality
J Klein, M Oertel
82016
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
72012
Cross-bar block ramps: flow regimes, flow resistance, energy dissipation, stability
M Oertel
Shaker, 2012
72012
Flow over a rectangular side weir in an open channel and resulting discharge coefficients
M Oertel, RF Carvalho, RHA Jansen
Proceedings of the 34th World Congress of the International Association for …, 2011
72011
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