TY - JOUR A1 - Meinzinger, Michael A1 - Bagayoko, Lamine A1 - Koch, Eckart T1 - Die Lagerung der Lehrter Bahnhofsbrücken JF - Bauingenieur Y1 - 2003 SN - 1436-4867 (E-Journal); 0005-6650 (Print) N1 - Printausg. in der Bibliothek Bayernallee vorhanden: 13 Z 049-2003 VL - Bd. 78 IS - H. 2 SP - 73 EP - 85 ER - TY - JOUR A1 - Demny, Andreas A1 - Hebel, Christoph T1 - Rechnergestützte Ermittlung der Verbindungsfunktionsstufen und der verbindungsbezogenen Angebotsqualität nach den Richtlinien für integrierte Netzgestaltung nach RIN 2008 JF - Straßenverkehrstechnik : Organ der Forschungsgesellschaft für Straßen- und Verkehrswesen, der Bundesvereinigung der Straßenbau- und Verkehrsingenieure und der Österreichischen Forschungsgesellschaft Straße und Verkehr ; Zeitschrift für Verkehrsplanung, Verkehrsmanagement, Verkehrssicherheit, Verkehrstechnik Y1 - 2014 SN - 0039-2219 VL - Jg. 58 IS - H. 12 SP - 811 EP - 820 PB - Kirschbaum Verlag CY - Bonn ER - TY - CHAP A1 - Hebel, Christoph T1 - Mehrwert T2 - Unser Dorf hat Zukunft Y1 - 2014 SP - 6 EP - 7 PB - StädteRegion Aachen CY - Aachen ER - TY - CHAP A1 - Vismann, Ulrich T1 - Beton T2 - Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - https://doi.org/10.1007/978-3-658-01689-0_11 SP - 477 EP - 495 PB - Springer Vieweg CY - Wiesbaden ER - TY - BOOK A1 - Vismann, Ulrich T1 - Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... - 35. Aufl. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - https://doi.org/10.1007/978-3-658-01689-0 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Vismann, Ulrich T1 - Stahlbeton und Spannbeton nach Eurocode 2 T2 - Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - https://doi.org/10.1007/978-3-658-01689-0_12 SP - 497 EP - 655 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Strohmeier, Andreas T1 - Siedlungswasserwirtschaft T2 - Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl. Y1 - 2015 SN - 978-3-658-01688-3 SP - 1157 EP - 1230 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Biener, Ernst T1 - Abfallwirtschaft T2 - Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl. Y1 - 2015 SN - 978-3-658-01688-3 SP - 1231 EP - 1260 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Vismann, Ulrich T1 - Stahlbetonbau T2 - Wendehorst Beispiele aus der Baupraxis. - 4. Aufl. Y1 - 2012 SN - 978-3-8348-0999-5 ; 978-3-8348-8229-5 U6 - https://doi.org/10.1007/978-3-8348-8229-5_9 SP - 223 EP - 262 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Feiser, Johannes T1 - Geotechnik T2 - Wendehorst Beispiele aus der Baupraxis. - 4. Aufl. Y1 - 2012 SN - 978-3-8348-0999-5 ; 978-3-8348-8229-5 U6 - https://doi.org/10.1007/978-3-8348-8229-5_14 SP - 453 EP - 495 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Strohmeier, Andreas T1 - Siedlungswasserwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. - 4. Aufl. Y1 - 2012 SN - 978-3-8348-0999-5 ; 978-3-8348-8229-5 U6 - https://doi.org/10.1007/978-3-8348-8229-5_16 SP - 527 EP - 566 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Biener, Ernst T1 - Abfallwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. - 4. Aufl. Y1 - 2012 SN - 978-3-8348-0999-5 ; 978-3-8348-8229-5 U6 - https://doi.org/10.1007/978-3-8348-8229-5_17 SP - 567 EP - 603 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Vismann, Ulrich T1 - Stahlbetonbau T2 - Wendehorst Beispiele aus der Baupraxis. - 3. Aufl. Y1 - 2009 SN - 978-3-8348-0684-0 ; 978-3-8348-9997-2 U6 - https://doi.org/10.1007/978-3-8348-9997-2_9 SP - 203 EP - 233 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Feiser, Johannes T1 - Geotechnik T2 - Wendehorst Beispiele aus der Baupraxis. - 3. Aufl. Y1 - 2009 SN - 978-3-8348-0684-0 ; 978-3-8348-9997-2 U6 - https://doi.org/10.1007/978-3-8348-9997-2_13 SP - 351 EP - 392 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Strohmeier, Andreas T1 - Siedlungswasserwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. - 3. Aufl. Y1 - 2009 SN - 978-3-8348-0684-0 ; 978-3-8348-9997-2 U6 - https://doi.org/10.1007/978-3-8348-9997-2_15 SP - 423 EP - 462 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Burger, Ulrich A1 - Kirsch, Ansgar A1 - Marcher, Thomas A1 - Höser, Sebastian T1 - Geologisch-geotechnischer Planungsprozess von Tunnelbauten mit Schwerpunkt tiefliegender Tunnel T2 - Beton-Kalender ; Bd. 103: Unterirdisches Bauen, Grundbau, Eurocode 7 Y1 - 2014 SN - 978-3-433-03051-6 ; 978-3-433-60335-2 ; 978-3-433-60508-0 ; 3-433-60508-4 SP - 37 EP - 62 PB - Ernst CY - Berlin ER - TY - BOOK A1 - Kirsch, Ansgar T1 - On the face stability of shallow tunnels in sand. (Advances in geotechnical engineering and tunnelling ; 16) Y1 - 2009 SN - 978-3-8325-2149-3 PB - Logos-Verl. CY - Berlin ER - TY - JOUR A1 - Fellin, Wolfgang A1 - King, Julian A1 - Kirsch, Ansgar A1 - Oberguggenberger, Michael T1 - Uncertainty modelling and sensitivity analysis of tunnel face stability JF - Structural safety N2 - This paper proposes an approach to the choice and evaluation of engineering models with the aid of a typical application in geotechnics. An important issue in the construction of shallow tunnels, especially in weak ground conditions, is the tunnel face stability. Various theoretical and numerical models for predicting the necessary support pressure have been put forth in the literature. In this paper, we combine laboratory experiments performed at the University of Innsbruck with current methods of uncertainty and sensitivity analysis for assessing adequacy, predictive power and robustness of the models. The major issues are the handling of the twofold uncertainty of test results and of model predictions as well as the decision about what are the influential input parameters. Y1 - 2010 U6 - https://doi.org/10.1016/j.strusafe.2010.06.001 SN - 0167-4730 VL - 32 IS - 6 SP - 402 EP - 410 PB - Elsevier CY - Amsterdam ER - TY - JOUR A1 - Kirsch, Ansgar T1 - Experimental investigation of the face stability of shallow tunnels in sand JF - Acta Geotechnica N2 - Various models have been proposed for the prediction of the necessary support pressure at the face of a shallow tunnel. To assess their quality, the collapse of a tunnel face was modelled with small-scale model tests at single gravity. The development of the failure mechanism and the support force at the face in dry sand were investigated. The observed displacement patterns show a negligible influence of overburden on the extent and evolution of the failure zone. The latter is significantly influenced, though, by the initial density of the sand: in dense sand a chimney-wedge-type collapse mechanism developed, which propagated towards the soil surface. Initially, loose sand did not show any discrete collapse mechanism. The necessary support force was neither influenced by the overburden nor the initial density. A comparison with quantitative predictions by several theoretical models showed that the measured necessary support pressure is overestimated by most of the models. Those by Vermeer/Ruse and Léca/Dormieux showed the best agreement to the measurements. Y1 - 2010 U6 - https://doi.org/10.1007/s11440-010-0110-7 SN - 1861-1125 VL - 5 IS - 1 SP - 43 EP - 62 PB - Springer CY - Berlin ER - TY - JOUR A1 - Kolymbas, Dimitrios A1 - Kirsch, Ansgar T1 - Zum Erddruck auf Lawinenschutzgalerien JF - Bautechnik : Zeitschrift für den gesamten Ingenieurbau Y1 - 2009 U6 - https://doi.org/10.1002/bate.200910075 SN - 1437-0999 (E-Journal); 0005-6820 (Print); 0932-8351 (Print) N1 - Auch gedruckt in der Bibliothek Bayernallee vorhanden VL - Vol. 86 IS - Iss. 12 SP - 774 EP - 779 ER - TY - JOUR A1 - Kirsch, Ansgar A1 - Piazzi, Lukas T1 - Numerical investigation of the effectiveness of a bored pile wall for the minimisation of settlement resulting from tunnel driving T1 - Numerische Untersuchung der Wirkungsweise einer Bohrpfahlwand zur Minimierung der Setzungen infolge Tunnel JF - Geomechanics and tunnelling Y1 - 2009 U6 - https://doi.org/10.1002/geot.200900063 SN - 1865-7362 VL - Vol. 2 IS - Iss. 6 SP - 753 EP - 765 ER - TY - JOUR A1 - Kirsch, Ansgar T1 - Experimentelle Untersuchung des Ortsbrustversagens seichter Tunnel JF - Österreichische Bauwirtschaft Y1 - 2008 IS - Sondernr. SP - 6 EP - 9 ER - TY - RPRT A1 - Kirsch, Ansgar T1 - Vermittlung wissenschaftlicher Schreibkompetenzen unter Einbeziehung aktueller Forschungsinhalte T2 - Schaufenster Lehre Y1 - 2008 ER - TY - CHAP A1 - Kirsch, Ansgar A1 - Felber, W. A1 - Marcher, Thomas A1 - Fuchs, W. T1 - Geotechnical challenges during design and construction of a ski resort in Azerbaijan T2 - Geotechnics of roads and railways : proceedings of the 15th Danube - European Conference on Geotechnical Engineering : 9-11 September 2014, Vienna, Austria Y1 - 2014 SN - 978‐3‐902593‐01‐6 SP - 757 EP - 762 PB - ÖIAV - Österreichischer Ingenieur- und Architekten-Verein CY - Wien ER - TY - JOUR A1 - Kolymbas, Dimitrios A1 - Fellin, W. A1 - Kirsch, Ansgar T1 - Squeezing due to stress relaxation in foliated rock JF - International journal for numerical and analytical methods in geomechanics Y1 - 2006 U6 - https://doi.org/10.1002/nag.530 SN - 1096-9853 (E-Journal); 0363-9061 (Print) VL - Vol. 30 IS - Iss. 13 SP - 1357 EP - 1367 ER - TY - CHAP A1 - Biener, Ernst T1 - Abfallwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. - 3. Aufl. Y1 - 2009 SN - 978-3-8348-0684-0 ; 978-3-8348-9997-2 U6 - https://doi.org/10.1007/978-3-8348-9997-2_16 SP - 463 EP - 499 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Feiser, Johannes T1 - Geotechnik T2 - Wendehorst Beispiele aus der Baupraxis. - 1. Aufl. Y1 - 2005 SN - 3-519-00489-5 ; 978-3-519-00489-9 SP - 195 EP - 220 PB - Teubner CY - Stuttgart ER - TY - CHAP A1 - Strohmeier, Andreas T1 - Wasserwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. - 1. Aufl. Y1 - 2005 SN - 3-519-00489-5 ; 978-3-519-00489-9 SP - 221 EP - 254 PB - Teubner CY - Stuttgart ER - TY - BOOK A1 - Vismann, Ulrich T1 - Wendehorst Beispiele aus der Baupraxis / Ulrich Vismann (Hrsg.). - 5., durchges. und aktualis. Aufl. Y1 - 2015 SN - 978-3-658-01680-7 (print) ; 978-3-658-01681-4 (e-Book) U6 - https://doi.org/10.1007/978-3-658-01681-4 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Vismann, Ulrich A1 - Schüller, Michael T1 - Stahlbetonbau T2 - Wendehorst Beispiele aus der Baupraxis. / 5. Auflage N2 - Das Kapitel Stahlbetonbau besteht aus einer Formelsammlung (Teil A) sowie einem Praxisbeispiel (Teil B). In dem Praxisbeispiel werden exemplarisch die erforderlichen Rechenschritte und Nachweise zur Bemessung im GZT und GZG nach Eurocode 2 [1] vorgestellt. Die Hinweise im Text beziehen sich, soweit nicht explizit erwähnt, auf Wendehorst, Bautechnische Zahlentafeln, 35. Auflage, „Stahlbeton- und Spannbetonbau nach Eurocode 2“ [2]. Die zum Praxisbeispiel zugehörigen Konstruktions- und Bewehrungszeichnungen stehen im Onlineportal zu diesem Buch zum kostenlosen Download bereit (siehe unter www.springer.com). Y1 - 2015 SN - 978-3-658-01680-7 ; 978-3-658-01681-4 U6 - https://doi.org/10.1007/978-3-658-01681-4_9 SP - 243 EP - 322 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Feiser, Johannes T1 - Geotechnik T2 - Wendehorst Beispiele aus der Baupraxis. / 5. Auflage Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - https://doi.org/10.1007/978-3-658-01681-4_14 SP - 547 EP - 598 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Strohmeier, Andreas T1 - Siedlungswasserwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. / 5. Auflage N2 - Nachfolgende Ausführungen und Berechnungsbeispiele beziehen sich auf Kapitel 19 Siedlungswasserwirtschaft im „Wendehorst: Bautechnische Zahlentafeln 35. Auflage 2015“ (abgekürzt: BZ). Für den Bau von Anlagen der Siedlungswasserwirtschaft sind ebenso die Grundlagen der Hydraulik zu berücksichtigen. Aus diesem Grunde sind auch die entsprechenden Ausführungen zur Hydraulik zu beachten. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - https://doi.org/10.1007/978-3-658-01681-4_16 SP - 635 EP - 678 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Biener, Ernst T1 - Abfallwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. - 5. Aufl. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - https://doi.org/10.1007/978-3-658-01681-4_17 SP - 680 EP - 723 PB - Springer Vieweg CY - Wiesbaden ER - TY - BOOK A1 - Vismann, Ulrich T1 - Wendehorst Beispiele aus der Baupraxis / Ulrich Vismann (Hrsg.). - 4., durchges. und aktualis. Aufl. Y1 - 2012 SN - 978-3-8348-0999-5 ; 978-3-8348-8229-5 U6 - https://doi.org/10.1007/978-3-8348-8229-5 PB - Springer Vieweg CY - Wiesbaden ER - TY - JOUR A1 - Bayon, Arnau A1 - Valero, Daniel A1 - Garcia-Bartual, Rafael A1 - Vallés-Morán, Francisco José A1 - López-Jiménez, P. Amparo T1 - Performance assessment of OpenFOAM and FLOW-3D in the numerical modeling of a low Reynolds number hydraulic jump JF - Environmental Modelling & Software N2 - A comparative performance analysis of the CFD platforms OpenFOAM and FLOW-3D is presented, focusing on a 3D swirling turbulent flow: a steady hydraulic jump at low Reynolds number. Turbulence is treated using RANS approach RNG k-ε. A Volume Of Fluid (VOF) method is used to track the air–water interface, consequently aeration is modeled using an Eulerian–Eulerian approach. Structured meshes of cubic elements are used to discretize the channel geometry. The numerical model accuracy is assessed comparing representative hydraulic jump variables (sequent depth ratio, roller length, mean velocity profiles, velocity decay or free surface profile) to experimental data. The model results are also compared to previous studies to broaden the result validation. Both codes reproduced the phenomenon under study concurring with experimental data, although special care must be taken when swirling flows occur. Both models can be used to reproduce the hydraulic performance of energy dissipation structures at low Reynolds numbers. Y1 - 2016 SN - 1364-8152 U6 - https://doi.org/10.1016/j.envsoft.2016.02.018 VL - 80 SP - 322 EP - 335 PB - Elsevier CY - Amsterdam ER - TY - BOOK A1 - Laumann, Jörg A1 - Wolf, Christian T1 - Stahlbau 1 : Bemessung von Stahlbauten nach Eurocode mit zahlreichen Beispielen Y1 - 2024 SN - 978-3-658-41323-1 (Print) SN - 978-3-658-41324-8 (eBook) U6 - https://doi.org/10.1007/978-3-658-41324-8 PB - Springer Vieweg CY - Wiesbaden ET - 26., überarbeitete und aktualisierte Auflage ER - TY - THES A1 - Bung, Daniel Bernhard T1 - Imaging techniques for investigation of free-surface flows in hydraulic laboratories N2 - This thesis aims at the presentation and discussion of well-accepted and new imaging techniques applied to different types of flow in common hydraulic engineering environments. All studies are conducted in laboratory conditions and focus on flow depth and velocity measurements. Investigated flows cover a wide range of complexity, e.g. propagation of waves, dam-break flows, slightly and fully aerated spillway flows as well as highly turbulent hydraulic jumps. Newimagingmethods are compared to different types of sensorswhich are frequently employed in contemporary laboratory studies. This classical instrumentation as well as the general concept of hydraulic modeling is introduced to give an overview on experimental methods. Flow depths are commonly measured by means of ultrasonic sensors, also known as acoustic displacement sensors. These sensors may provide accurate data with high sample rates in case of simple flow conditions, e.g. low-turbulent clear water flows. However, with increasing turbulence, higher uncertainty must be considered. Moreover, ultrasonic sensors can provide point data only, while the relatively large acoustic beam footprint may lead to another source of uncertainty in case of relatively short, highly turbulent surface fluctuations (ripples) or free-surface air-water flows. Analysis of turbulent length and time scales of surface fluctuations from point measurements is also difficult. Imaging techniques with different dimensionality, however, may close this gap. It is shown in this thesis that edge detection methods (known from computer vision) may be used for two-dimensional free-surface extraction (i.e. from images taken through transparant sidewalls in laboratory flumes). Another opportunity in hydraulic laboratory studies comes with the application of stereo vision. Low-cost RGB-D sensors can be used to gather instantaneous, three-dimensional free-surface elevations, even in flows with very high complexity (e.g. aerated hydraulic jumps). It will be shown that the uncertainty of these methods is of similar order as for classical instruments. Particle Image Velocimetry (PIV) is a well-accepted and widespread imaging technique for velocity determination in laboratory conditions. In combination with high-speed cameras, PIV can give time-resolved velocity fields in 2D/3D or even as volumetric flow fields. PIV is based on a cross-correlation technique applied to small subimages of seeded flows. The minimum size of these subimages defines the maximum spatial resolution of resulting velocity fields. A derivative of PIV for aerated flows is also available, i.e. the so-called Bubble Image Velocimetry (BIV). This thesis emphasizes the capacities and limitations of both methods, using relatively simple setups with halogen and LED illuminations. It will be demonstrated that PIV/BIV images may also be processed by means of Optical Flow (OF) techniques. OF is another method originating from the computer vision discipline, based on the assumption of image brightness conservation within a sequence of images. The Horn-Schunck approach, which has been first employed to hydraulic engineering problems in the studies presented herein, yields dense velocity fields, i.e. pixelwise velocity data. As discussed hereinafter, the accuracy of OF competes well with PIV for clear-water flows and even improves results (compared to BIV) for aerated flow conditions. In order to independently benchmark the OF approach, synthetic images with defined turbulence intensitiy are used. Computer vision offers new opportunities that may help to improve the understanding of fluid mechanics and fluid-structure interactions in laboratory investigations. In prototype environments, it can be employed for obstacle detection (e.g. identification of potential fish migration corridors) and recognition (e.g. fish species for monitoring in a fishway) or surface reconstruction (e.g. inspection of hydraulic structures). It can thus be expected that applications to hydraulic engineering problems will develop rapidly in near future. Current methods have not been developed for fluids in motion. Systematic future developments are needed to improve the results in such difficult conditions. Y1 - 2023 U6 - https://doi.org/10.25926/BUW/0-172 ER - TY - JOUR A1 - Bung, Daniel Bernhard T1 - Kamerabasierte Fließtiefen- und Geschwindigkeitsmessungen JF - Wasserwirtschaft N2 - In der wasserbaulichen Forschung werden neben klassischen Messinstrumenten zunehmend kamerabasierte Verfahren genutzt. Diese erlauben neben der Bestimmung von Fließgeschwindigkeiten auch die Detektion der freien Wasseroberfläche oder zeitliche Vermessung von Kolken. Durch die hohen räumlichen und zeitlichen Auflösungen, welche neueste Kamerasensoren liefern, können neue Erkenntnisse in turbulenten, komplexen Strömungen gewonnen werden. Auch in der Praxis können diese Verfahren mit geringem Aufwand wichtige Daten liefern. KW - Wasserbau KW - Architektur KW - Wasserwirtschaft KW - Deutschland Y1 - 2024 SN - 0043-0978 VL - 114 IS - 4 SP - 47 EP - 53 PB - Springer Vieweg CY - Wiesbaden ER - TY - JOUR A1 - Zhang, G. A1 - Valero, Daniel A1 - Bung, Daniel Bernhard A1 - Chanson, H. T1 - On the estimation of free-surface turbulence using ultrasonic sensors JF - Flow Measurement and Instrumentation N2 - Accurate determination of free-surface dynamics has attracted much research attention during the past decade and has important applications in many environmental and water related areas. In this study, the free-surface dynamics in several turbulent flows commonly found in nature were investigated using a synchronised setup consisting of an ultrasonic sensor and a high-speed video camera. Basic sensor capabilities were examined in dry conditions to allow for a better characterisation of the present sensor model. The ultrasonic sensor was found to adequately reproduce free-surface dynamics up to the second order, especially in two-dimensional scenarios with the most energetic modes in the low frequency range. The sensor frequency response was satisfactory in the sub-20 Hz band, and its signal quality may be further improved by low-pass filtering prior to digitisation. The application of the USS to characterise entrapped air in high-velocity flows is also discussed. Y1 - 2018 U6 - https://doi.org/10.1016/j.flowmeasinst.2018.02.009 SN - 0955-5986 VL - 60 SP - 171 EP - 184 PB - Elsevier CY - Amsterdam ER - TY - CHAP A1 - Bung, Daniel Bernhard A1 - Oertel, M. A1 - Schlenkhoff, A. A1 - Schlurmann, Torsten ED - Obrusnik, Ivan T1 - Flash flood awareness and prevention in Germany T2 - Early warning for flash floods : international workshop, Praha 2011 : workshop proceedings Y1 - 2010 SN - 978-80-86690-91-9 SP - 34 EP - 40 ER - TY - CHAP A1 - Bung, Daniel Bernhard ED - Theobald, S. T1 - Optimierung des potentiellen Sauerstoffeintrags auf Treppenschussrinnen mit gemäßigter Neigung T2 - 9. JuWi-Treffen : Beiträge zum Treffen junger Wissenschaftlerinnen und junger Wissenschaftler deutschsprachiger Wasserbauinstitute Y1 - 2009 SP - 73 EP - 78 PB - Universität Kassel CY - Kassel ER - TY - CHAP A1 - Bung, Daniel Bernhard A1 - Valero, Daniel T1 - FlowCV - An open-source toolbox for computer vision applications in turbulent flows T2 - Proceedings of the 37th IAHR World Congress August 13 – 18, 2017, Kuala Lumpur, Malaysia Y1 - 2017 SN - 2521-716X SP - 5356 EP - 5365 ER - TY - JOUR A1 - Bung, Daniel Bernhard A1 - Erpicum, Sébastien A1 - Tullis, Blanke P. T1 - Advances in hydraulic structures engineering JF - Journal of Hydraulic Engineering Y1 - 2020 U6 - https://doi.org/10.1061/(ASCE)HY.1943-7900.0001851 SN - 0733-9429 (Druckausgabe) SN - 1943-7900 (Online-Ausgabe) VL - 147 IS - 1 PB - ASCE CY - Reston, Va. ER - TY - JOUR A1 - Bung, Daniel Bernhard T1 - Fließcharakteristik und Sauerstoffeintrag bei selbstbelüfteten Gerinneströmungen auf Kaskaden mit gemäßigter Neigung JF - Österreichische Wasser- und Abfallwirtschaft Y1 - 2011 SN - 1613-7566 (E-Journal); 0945-358X (Print) VL - Vol. 63 IS - Iss. 3-4 SP - 76 EP - 81 PB - Springer CY - Berlin ER - TY - JOUR A1 - Valero, Daniel A1 - Chanson, Hubert A1 - Bung, Daniel Bernhard T1 - Robust estimators for turbulence properties assessment Y1 - 2019 SP - 1 EP - 24 ER - TY - CHAP A1 - Bung, Daniel Bernhard T1 - Sensitivity of phase detection techniques in aerated chute flows to hydraulic design parameters T2 - 2nd European IAHR congress : 27. - 29. June 2012, München Y1 - 2012 SN - 978-3-943683-03-5 SP - Artikelkennnummer: B15 PB - Lehrstuhl u. Versuchsanst. für Wasserbau u. Wasserwirtschaft d. TU München CY - München ER - TY - JOUR A1 - Hagenkamp, Markus A1 - Blanke, Tobias A1 - Döring, Bernd T1 - Thermoelectric building temperature control: a potential assessment JF - International Journal of Energy and Environmental Engineering N2 - This study focuses on thermoelectric elements (TEE) as an alternative for room temperature control. TEE are semi-conductor devices that can provide heating and cooling via a heat pump effect without direct noise emissions and no refrigerant use. An efficiency evaluation of the optimal operating mode is carried out for different numbers of TEE, ambient temperatures, and heating loads. The influence of an additional heat recovery unit on system efficiency and an unevenly distributed heating demand are examined. The results show that TEE can provide heat at a coefficient of performance (COP) greater than one especially for small heating demands and high ambient temperatures. The efficiency increases with the number of elements in the system and is subject to economies of scale. The best COP exceeds six at optimal operating conditions. An additional heat recovery unit proves beneficial for low ambient temperatures and systems with few TEE. It makes COPs above one possible at ambient temperatures below 0 ∘C. The effect increases efficiency by maximal 0.81 (from 1.90 to 2.71) at ambient temperature 5 K below room temperature and heating demand Q˙h=100W but is subject to diseconomies of scale. Thermoelectric technology is a valuable option for electricity-based heat supply and can provide cooling and ventilation functions. A careful system design as well as an additional heat recovery unit significantly benefits the performance. This makes TEE superior to direct current heating systems and competitive to heat pumps for small scale applications with focus on avoiding noise and harmful refrigerants. Y1 - 2021 U6 - https://doi.org/10.1007/s40095-021-00424-x N1 - Corresponding author: Markus Hagenkamp VL - 13 SP - 241 EP - 254 PB - Springer CY - Berlin ER - TY - JOUR A1 - Kerpen, Nils B. A1 - Bung, Daniel Bernhard A1 - Valero, Daniel A1 - Schlurmann, Torsten T1 - Energy dissipation within the wave run-up at stepped revetments JF - Journal of Ocean University of China Y1 - 2017 U6 - https://doi.org/10.1007/s11802-017-3355-z SN - 1993-5021 VL - 16 IS - 4 SP - 649 EP - 654 PB - Springer CY - Berlin ER - TY - JOUR A1 - Valero, Daniel A1 - Bung, Daniel Bernhard T1 - Development of the interfacial air layer in the non-aerated region of high-velocity spillway flows: Instabilities growth, entrapped air and influence on the self-aeration onset JF - International Journal of Multiphase Flow N2 - Self-aeration is traditionally explained by the water turbulent boundary layer outer edge intersection with the free surface. This paper presents a discussion on the commonly accepted hypothesis behind the computation of the critical point of self-aeration in spillway flows and a new formulation is proposed based on the existence of a developing air flow over the free surface. Upstream of the inception point of self-aeration, some surface roughening has been often reported in previous studies which consequently implies some entrapped air transport and air–water flows coupling. Such air flow is proven in this study by presenting measured air velocities and computing the air boundary layer thickness for a 1V:2H smooth chute flow. Additionally, the growth rate of free surface waves has been analysed by means of Ultrasonic Sensors measurements, obtaining also the entrapped air concentration. High-speed camera imaging has been used for qualitative study of the flow perturbations. Y1 - 2016 U6 - https://doi.org/10.1016/j.ijmultiphaseflow.2016.04.012 SN - 0301-9322 VL - 84 SP - 66 EP - 74 PB - Elsevier CY - Amsterdam ER - TY - CHAP A1 - Bung, Daniel Bernhard A1 - Schlenkhoff, Andreas T1 - Self-aerated skimming flow on embankment stepped spillways : the effect of additional micro-roughness on energy dissipation and oxygen transfer T2 - Proceedings from first IAHR European congress : May 2010, Edinburgh Y1 - 2010 SN - 9780956595102 SP - Artikelkennnummer HSIIId PB - Heriot-Watt University, School of the Built Environment CY - Edinburgh ER -