TY - CHAP A1 - Moorkamp, Wilfried A1 - Peterson, Leif Arne A1 - Uibel, Thomas ED - Wehren, Cedric T1 - Standardholzbrücken für kommunale Geh- und Radwege T2 - Strukturen, Formen und Prinzipien : Festschrift zum 60. Geburtstag von Univ.-Prof. Dr.-Ing. Martin Trautz Y1 - 2023 SN - 978-3-95886-500-6 SP - 140 EP - 165 PB - RWTH Aachen CY - Aachen ER - TY - CHAP A1 - Langohr, Philipp A1 - Bung, Daniel Bernhard A1 - Crookston, Brian M. ED - Ortega-Sánchez, Miguel T1 - Hybrid investigation of labyrinth weirs: Discharge capacity and energy dissipation T2 - Proceedings of the 39th IAHR World Congress N2 - The replacement of existing spillway crests or gates with labyrinth weirs is a proven techno-economical means to increase the discharge capacity when rehabilitating existing structures. However, additional information is needed regarding energy dissipation of such weirs, since due to the folded weir crest, a three-dimensional flow field is generated, yielding more complex overflow and energy dissipation processes. In this study, CFD simulations of labyrinth weirs were conducted 1) to analyze the discharge coefficients for different discharges to compare the Cd values to literature data and 2) to analyze and improve energy dissipation downstream of the structure. All tests were performed for a structure at laboratory scale with a height of approx. P = 30.5 cm, a ratio of the total crest length to the total width of 4.7, a sidewall angle of 10° and a quarter-round weir crest shape. Tested headwater ratios were 0.089 ≤ HT/P ≤ 0.817. For numerical simulations, FLOW-3D Hydro was employed, solving the RANS equations with use of finite-volume method and RNG k-ε turbulence closure. In terms of discharge capacity, results were compared to data from physical model tests performed at the Utah Water Research Laboratory (Utah State University), emphasizing higher discharge coefficients from CFD than from the physical model. For upstream heads, some discrepancy in the range of ± 1 cm between literature, CFD and physical model tests was identified with a discussion regarding differences included in the manuscript. For downstream energy dissipation, variable tailwater depths were considered to analyze the formation and sweep-out of a hydraulic jump. It was found that even for high discharges, relatively low downstream Froude numbers were obtained due to high energy dissipation involved by the three-dimensional flow between the sidewalls. The effects of some additional energy dissipation devices, e.g. baffle blocks or end sills, were also analyzed. End sills were found to be non-effective. However, baffle blocks with different locations may improve energy dissipation downstream of labyrinth weirs. Y1 - 2022 SN - 978-90-832612-1-8 U6 - https://doi.org/10.3850/IAHR-39WC252171192022738 SN - 2521-7119 (print) SN - 2521-716X (online) N1 - 39th IAHR World Congress, 19. - 24. Juni 2022, Granada SP - 2313 EP - 2318 PB - International Association for Hydro-Environment Engineering and Research (IAHR) CY - Madrid ER - TY - JOUR A1 - Peterson-Oster, Madeleine A1 - Peterson, Leif Arne T1 - Fassadensystem: Optisch ansprechend, freistehend, elementiert und aus Eichenholz JF - Bauen mit Holz, Der Zimmermann N2 - Bei der Entwicklung des Fassadensystems ging es darum die mögliche Dauerhaftigkeit von Holz bei direkter Bewitterung zu maximieren. Gleichzeitig soll gezeigt werden, dass mittels durchdachter Ansätze beim konstruktiven Holzschutz und die Wahl einer geeigneten Holzart langlebige Konstruktionen realisiert werden können. Y1 - 2020 SN - 0005-6545 PB - Rudolf Müller CY - Köln ER - TY - JOUR A1 - Biener, Ernst A1 - Sasse, Torsten A1 - Wemhoff, Thomas ED - Egloffstein, Thomas T1 - Deponie auf Deponie - Technische und genehmigungsrechtliche Aspekte JF - Band 19: Abschluss und Rekultivierung von Deponien und Altlasten 2010 : Die Umsetzung der neuen Deponieverordnung - praktische Erfahrungen im Vollzug und erste Änderungsverordnung zur neuen DepV ; Beiträge zum Seminar am 13. und 14. Oktober 2010 in Karlsruhe Y1 - 2010 SN - 978-3-939662-08-2 N1 - Seminar 2010.10.13-14, Karlsruhe SP - 73 EP - 84 PB - ICP-Eigenverlag CY - Karlsruhe ER - TY - JOUR A1 - Gronsfeld, Richard A1 - Sparla, Peter A1 - Weinnhold, Wolfgang T1 - Airborne und terrestrisches Laserscanning - neue Tools für den Talsperrenbetreiber? JF - Wasserwirtschaft Y1 - 2010 U6 - https://doi.org/10.1007/BF03241621 SN - 0043-0978 VL - 100 IS - 4 SP - 80 EP - 82 PB - Springer Vieweg CY - Wiesbaden ER - TY - JOUR A1 - Thelen, Jan A1 - Paschmann, Hans A1 - Hamelmann, Dirk T1 - Zielsichere Herstellung und Anwendung von Flüssigboden JF - bi-UmweltBau Y1 - 2010 SN - 2509-2685 SP - 48 EP - 49 PB - bi-Medien-GmbH CY - Kiel ER - TY - RPRT A1 - Feldmann, Marco A1 - Kuhnhenne, M. A1 - Döring, Bernd A1 - Pyschny, D. A1 - Lawson, R.M. A1 - Chuter, R.D. A1 - Boudjabeur, S. A1 - Lecomte-Labory, F. A1 - Airaksinen, M. A1 - Heikkinen, J. A1 - Laamanen, J. A1 - Albart, P. A1 - D'Haeyer, R. A1 - Chica, J.A. A1 - Maseda, J.M. A1 - Amundarain, A. A1 - Rips, M.O. A1 - Nuñez, J.A. A1 - Macías, O. A1 - Beguin, P. A1 - Ben Larbi, A. T1 - Energy and thermal improvements for construction in steel (ETHICS) - EUR 26010 N2 - ETHICS is concerned with evaluating, measuring and making improvements in the thermal and energy performance of steel-clad and steel-framed buildings. It addresses basic building physics performance at a laboratory and full-scale level, and the preparation of design guidance for commercial, industrial and residential buildings. It includes the development of design tools to assist users in assessing whole-building performance, and calibrates these tools against whole-building measurements, which will be obtained from this research. Opportunities for renewable energy and other energy-saving features will be assessed. This project focuses on objectives that are of particular interest for the design of new steel constructions regarding energy efficiency. ETHICS investigates the as-built performance by on-site tests regarding air tightness and heat transfer properties of the building envelope and by monitoring the energy consumption and thermal comfort of selected up-to-date steel buildings. As energy efficiency is a key requirement for design and construction of buildings in the future, this project provides well-founded scientific data, which prove the high energy performance of current steel constructions and work out details for further improvements to maintain and extend the position of steel products in the construction sector. KW - steel KW - metal structure KW - building technique KW - energy efficiency KW - thermal insulation KW - industrial research KW - research report Y1 - 2013 SN - 978-92-79-30789-8 U6 - https://doi.org/10.2777/17106 SN - 1831-9424 PB - Publications Office of the European Union CY - Luxembourg ER - TY - CHAP A1 - Feldmann, Marco A1 - Döring, Bernd A1 - Pyschny, D. T1 - Floor systems; Sustainabilty analyses and assessments of steel bridges T2 - Sustainable steel buildings : a practical guide for structures and envelopes Y1 - 2016 SN - 978-1-118-74079-8 (PDF) SN - 978-1-118-74111-5 SP - 198 EP - 223 PB - Wiley Blackwell CY - Chichester, West Sussex ER - TY - JOUR A1 - Pyschny, D. A1 - Döring, Bernd A1 - Feldmann, Marco T1 - Ermittlung der thermischen Leistungsfähigkeit des neuartigen multifunktionalen Verbunddeckensystems InaDeck JF - Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen Y1 - 2014 SN - 0005-6650 N1 - Printausgabe in der Bibliothek Bayernallee vorhanden: 13 Z 049-2014 VL - 89 IS - 3 SP - 116 EP - 124 PB - VDI Fachmedien CY - Düsseldorf ER - TY - JOUR A1 - Gossla, Ulrich A1 - Buttel, Luc A1 - Wahrmund, Holger A1 - Mehlig, Bernd T1 - Bemessung, Anwendung und Qualitätssicherung von Stahlfaserspritzbeton im Tunnelbau JF - Beton- und Stahlbetonbau N2 - Die Spritzbetonbauweise hat sich im Tunnelbau seit Jahren bewährt. Spritzbeton wird als unbewehrter Beton, in Verbindung mit Bewehrung sowie als Stahlfaserspritzbeton eingesetzt. Bei den meisten Tunnelschalen aus Stahlfaserspritzbeton werden Stahlfasern derzeit nur als konstruktive Bewehrung verwendet. Die Faserzugabe führt zu einer nennenswerten Erhöhung der Bruchenergie und somit zu einer höheren Zähigkeit des sonst spröden Materials und damit zu einer höheren Sicherheit. Stahlfaserspritzbeton kann auch anstelle von Spritzbeton mit statisch erforderlicher Mattenbewehrung eingesetzt werden. Die Bemessung erfolgt dann unter Berücksichtigung der Nachrisszugfestigkeit. Diese kann wie bei Stahlfaserbeton an Biegebalken ermittelt werden, die aus größeren Proben herausgesägt werden. Anhand von verschiedenen Beispielen werden die unterschiedlichen Anwendungen aufgezeigt und die dafür erforderlichen Prüfungen vorgestellt. Y1 - 2010 U6 - https://doi.org/10.1002/best.200900688 SN - 0005-9900 VL - 105 IS - 2 SP - 92 EP - 101 PB - Ernst & Sohn CY - Berlin ER - TY - CHAP A1 - Uibel, Thomas A1 - Blaß, Hans Joachim T1 - Joints with Dowel Type Fasteners in CLT structures T2 - Focus solid timber solutions : European Conference on Cross Laminated Timber (CLT); May 21-22, 2013, Graz University of Technology, Austria Y1 - 2013 SN - 978-1-85790-181-8 ; 1-85790-181-9 SP - 119 EP - 134 ER - TY - JOUR A1 - Valero, Daniel A1 - Felder, Stefan A1 - Kramer, Matthias A1 - Wang, Hang A1 - Carrillo, José M. A1 - Pfister, Michael A1 - Bung, Daniel T1 - Air–water flows JF - Journal of Hydraulic Research N2 - High Froude-number open-channel flows can entrain significant volumes of air, a phenomenon that occurs continuously in spillways, in free-falling jets and in hydraulic jumps, or as localized events, notably at the toe of hydraulic jumps or in plunging jets. Within these flows, turbulence generates millions of bubbles and droplets as well as highly distorted wavy air–water interfaces. This phenomenon is crucial from a design perspective, as it influences the behaviour of high-velocity flows, potentially impairing the safety of dam operations. This review examines recent scientific and engineering progress, highlighting foundational studies and emerging developments. Notable advances have been achieved in the past decades through improved sampling of flows and the development of physics-based models. Current challenges are also identified for instrumentation, numerical modelling and (up)scaling that hinder the formulation of fundamental theories, which are instrumental for improving predictive models, able to offer robust support for the design of large hydraulic structures at prototype scale. Y1 - 2024 U6 - https://doi.org/10.1080/00221686.2024.2379482 SN - 0022-1686 (Print) SN - 1814-2079 (Online) VL - 62 IS - 4 SP - 319 EP - 339 PB - Taylor & Francis ER -