@incollection{MoorkampPetersonUibel2023, author = {Moorkamp, Wilfried and Peterson, Leif Arne and Uibel, Thomas}, title = {Standardholzbr{\"u}cken f{\"u}r kommunale Geh- und Radwege}, series = {Strukturen, Formen und Prinzipien : Festschrift zum 60. Geburtstag von Univ.-Prof. Dr.-Ing. Martin Trautz}, booktitle = {Strukturen, Formen und Prinzipien : Festschrift zum 60. Geburtstag von Univ.-Prof. Dr.-Ing. Martin Trautz}, editor = {Wehren, Cedric}, publisher = {RWTH Aachen}, address = {Aachen}, isbn = {978-3-95886-500-6}, pages = {140 -- 165}, year = {2023}, language = {de} } @inproceedings{LangohrBungCrookston2022, author = {Langohr, Philipp and Bung, Daniel Bernhard and Crookston, Brian M.}, title = {Hybrid investigation of labyrinth weirs: Discharge capacity and energy dissipation}, series = {Proceedings of the 39th IAHR World Congress}, booktitle = {Proceedings of the 39th IAHR World Congress}, editor = {Ortega-S{\´a}nchez, Miguel}, publisher = {International Association for Hydro-Environment Engineering and Research (IAHR)}, address = {Madrid}, isbn = {978-90-832612-1-8}, issn = {2521-7119 (print)}, doi = {10.3850/IAHR-39WC252171192022738}, pages = {2313 -- 2318}, year = {2022}, abstract = {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.}, language = {en} } @article{PetersonOsterPeterson2020, author = {Peterson-Oster, Madeleine and Peterson, Leif Arne}, title = {Fassadensystem: Optisch ansprechend, freistehend, elementiert und aus Eichenholz}, series = {Bauen mit Holz, Der Zimmermann}, journal = {Bauen mit Holz, Der Zimmermann}, publisher = {Rudolf M{\"u}ller}, address = {K{\"o}ln}, issn = {0005-6545}, year = {2020}, abstract = {Bei der Entwicklung des Fassadensystems ging es darum die m{\"o}gliche Dauerhaftigkeit von Holz bei direkter Bewitterung zu maximieren. Gleichzeitig soll gezeigt werden, dass mittels durchdachter Ans{\"a}tze beim konstruktiven Holzschutz und die Wahl einer geeigneten Holzart langlebige Konstruktionen realisiert werden k{\"o}nnen.}, language = {de} } @article{BienerSasseWemhoff2010, author = {Biener, Ernst and Sasse, Torsten and Wemhoff, Thomas}, title = {Deponie auf Deponie - Technische und genehmigungsrechtliche Aspekte}, series = {Band 19: Abschluss und Rekultivierung von Deponien und Altlasten 2010 : Die Umsetzung der neuen Deponieverordnung - praktische Erfahrungen im Vollzug und erste {\"A}nderungsverordnung zur neuen DepV ; Beitr{\"a}ge zum Seminar am 13. und 14. Oktober 2010 in Karlsruhe}, journal = {Band 19: Abschluss und Rekultivierung von Deponien und Altlasten 2010 : Die Umsetzung der neuen Deponieverordnung - praktische Erfahrungen im Vollzug und erste {\"A}nderungsverordnung zur neuen DepV ; Beitr{\"a}ge zum Seminar am 13. und 14. Oktober 2010 in Karlsruhe}, editor = {Egloffstein, Thomas}, publisher = {ICP-Eigenverlag}, address = {Karlsruhe}, isbn = {978-3-939662-08-2}, pages = {73 -- 84}, year = {2010}, language = {de} } @article{GronsfeldSparlaWeinnhold2010, author = {Gronsfeld, Richard and Sparla, Peter and Weinnhold, Wolfgang}, title = {Airborne und terrestrisches Laserscanning - neue Tools f{\"u}r den Talsperrenbetreiber?}, series = {Wasserwirtschaft}, volume = {100}, journal = {Wasserwirtschaft}, number = {4}, publisher = {Springer Vieweg}, address = {Wiesbaden}, issn = {0043-0978}, doi = {10.1007/BF03241621}, pages = {80 -- 82}, year = {2010}, language = {de} } @article{ThelenPaschmannHamelmann2010, author = {Thelen, Jan and Paschmann, Hans and Hamelmann, Dirk}, title = {Zielsichere Herstellung und Anwendung von Fl{\"u}ssigboden}, series = {bi-UmweltBau}, journal = {bi-UmweltBau}, publisher = {bi-Medien-GmbH}, address = {Kiel}, issn = {2509-2685}, pages = {48 -- 49}, year = {2010}, language = {de} } @techreport{FeldmannKuhnhenneDoeringetal.2013, author = {Feldmann, Marco and Kuhnhenne, M. and D{\"o}ring, Bernd and Pyschny, D. and Lawson, R.M. and Chuter, R.D. and Boudjabeur, S. and Lecomte-Labory, F. and Airaksinen, M. and Heikkinen, J. and Laamanen, J. and Albart, P. and D'Haeyer, R. and Chica, J.A. and Maseda, J.M. and Amundarain, A. and Rips, M.O. and Nu{\~n}ez, J.A. and Mac{\´i}as, O. and Beguin, P. and Ben Larbi, A.}, title = {Energy and thermal improvements for construction in steel (ETHICS) - EUR 26010}, publisher = {Publications Office of the European Union}, address = {Luxembourg}, organization = {European Commission}, isbn = {978-92-79-30789-8}, issn = {1831-9424}, doi = {10.2777/17106}, pages = {136 Seiten}, year = {2013}, abstract = {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.}, language = {en} } @incollection{FeldmannDoeringPyschny2016, author = {Feldmann, Marco and D{\"o}ring, Bernd and Pyschny, D.}, title = {Floor systems; Sustainabilty analyses and assessments of steel bridges}, series = {Sustainable steel buildings : a practical guide for structures and envelopes}, booktitle = {Sustainable steel buildings : a practical guide for structures and envelopes}, publisher = {Wiley Blackwell}, address = {Chichester, West Sussex}, isbn = {978-1-118-74079-8 (PDF)}, pages = {198 -- 223}, year = {2016}, language = {en} } @article{PyschnyDoeringFeldmann2014, author = {Pyschny, D. and D{\"o}ring, Bernd and Feldmann, Marco}, title = {Ermittlung der thermischen Leistungsf{\"a}higkeit des neuartigen multifunktionalen Verbunddeckensystems InaDeck}, series = {Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen}, volume = {89}, journal = {Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen}, number = {3}, publisher = {VDI Fachmedien}, address = {D{\"u}sseldorf}, issn = {0005-6650}, pages = {116 -- 124}, year = {2014}, language = {de} } @article{GosslaButtelWahrmundetal.2010, author = {Gossla, Ulrich and Buttel, Luc and Wahrmund, Holger and Mehlig, Bernd}, title = {Bemessung, Anwendung und Qualit{\"a}tssicherung von Stahlfaserspritzbeton im Tunnelbau}, series = {Beton- und Stahlbetonbau}, volume = {105}, journal = {Beton- und Stahlbetonbau}, number = {2}, publisher = {Ernst \& Sohn}, address = {Berlin}, issn = {0005-9900}, doi = {10.1002/best.200900688}, pages = {92 -- 101}, year = {2010}, abstract = {Die Spritzbetonbauweise hat sich im Tunnelbau seit Jahren bew{\"a}hrt. 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 f{\"u}hrt zu einer nennenswerten Erh{\"o}hung der Bruchenergie und somit zu einer h{\"o}heren Z{\"a}higkeit des sonst spr{\"o}den Materials und damit zu einer h{\"o}heren Sicherheit. Stahlfaserspritzbeton kann auch anstelle von Spritzbeton mit statisch erforderlicher Mattenbewehrung eingesetzt werden. Die Bemessung erfolgt dann unter Ber{\"u}cksichtigung der Nachrisszugfestigkeit. Diese kann wie bei Stahlfaserbeton an Biegebalken ermittelt werden, die aus gr{\"o}ßeren Proben herausges{\"a}gt werden. Anhand von verschiedenen Beispielen werden die unterschiedlichen Anwendungen aufgezeigt und die daf{\"u}r erforderlichen Pr{\"u}fungen vorgestellt.}, language = {de} } @inproceedings{UibelBlass2013, author = {Uibel, Thomas and Blaß, Hans Joachim}, title = {Joints with Dowel Type Fasteners in CLT structures}, series = {Focus solid timber solutions : European Conference on Cross Laminated Timber (CLT); May 21-22, 2013, Graz University of Technology, Austria}, booktitle = {Focus solid timber solutions : European Conference on Cross Laminated Timber (CLT); May 21-22, 2013, Graz University of Technology, Austria}, organization = {European Conference on Cross Laminated Timber <2013, Graz>}, isbn = {978-1-85790-181-8 ; 1-85790-181-9}, pages = {119 -- 134}, year = {2013}, language = {en} } @article{ValeroFelderKrameretal.2024, author = {Valero, Daniel and Felder, Stefan and Kramer, Matthias and Wang, Hang and Carrillo, Jos{\´e} M. and Pfister, Michael and Bung, Daniel}, title = {Air-water flows}, series = {Journal of Hydraulic Research}, volume = {62}, journal = {Journal of Hydraulic Research}, number = {4}, publisher = {Taylor \& Francis}, issn = {0022-1686 (Print)}, doi = {10.1080/00221686.2024.2379482}, pages = {319 -- 339}, year = {2024}, abstract = {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.}, language = {en} }