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Darst.}, year = {1980}, language = {de} } @techreport{ThomaLaarmannMerkensetal.2020, author = {Thoma, Andreas and Laarmann, Lukas and Merkens, Torsten and Franzke, Till and M{\"o}hren, Felix and Buttermann, Lilly and van der Weem, Dirk and Fischer, Maximilian and Misch, Philipp and B{\"o}hme, Mirijam and R{\"o}th, Thilo and Hebel, Christoph and Ritz, Thomas and Franke, Marina and Braun, Carsten}, title = {Entwicklung eines intermodalen Mobilit{\"a}tskonzeptes f{\"u}r die Pilotregion NRW/Rhein-Maas Euregio und Schaffung voller Kundenakzeptanz durch Transfer von Standards aus dem PKW-Bereich auf ein Flugtaxi : Schlussbericht : Projektakronym: SkyCab (Kategorie B) : Laufzeit in Monaten: 6 : Hauptthema: Kategorie B: Innovative Ideen mit Bezug zu UAS/Flugtaxis}, publisher = {FH Aachen}, address = {Aachen}, pages = {97 Seiten}, year = {2020}, language = {de} } @article{HeggerClassenSchaumannetal.2013, author = {Hegger, Josef and Claßen, Martin and Schaumann, Peter and Sothmann, J{\"o}rg and Feldmann, Markus and D{\"o}ring, Bernd}, title = {Entwicklung einer integrierten Verbunddecke f{\"u}r nachhaltige Stahlbauten}, series = {Stahlbau}, volume = {Vol. 82}, journal = {Stahlbau}, number = {Iss. 1}, publisher = {Wiley}, address = {Weinheim}, issn = {1437-1049 (E-Journal); 0038-9145 (Print)}, pages = {11 -- 17}, year = {2013}, language = {de} } @article{PolumskyKirsch1984, author = {Polumsky, Dieter and Kirsch, Helmut}, title = {Entscheidungsfindung f{\"u}r oder gegen Verkehrsverlagerungen / Kirsch, Helmut; Polumsky, Dieter}, series = {Der St{\"a}dtetag. 37 (1984), H. 6}, journal = {Der St{\"a}dtetag. 37 (1984), H. 6}, isbn = {0038-9048}, pages = {417 -- 427}, year = {1984}, language = {de} } @article{MuellerGrinwis2006, author = {M{\"u}ller, Karsten and Grinwis, Stefan}, title = {Entlastungs- und Betriebsverhalten eines gesteuerten Stauraumkanals mit mittiger Entlastung}, series = {KA Abwasser Abfall. Bd. 53 (2006), H. 12}, journal = {KA Abwasser Abfall. Bd. 53 (2006), H. 12}, issn = {1616-430X}, pages = {1238 -- 1245}, year = {2006}, language = {de} } @inproceedings{KuhnhenneDoeringPyschnyetal.2012, author = {Kuhnhenne, Markus and D{\"o}ring, Bernd and Pyschny, Dominik and Feldmann, Markus}, title = {Energy efficient sandwich construction}, series = {Proceedings of the VI International Congress on Architectural Envelopes : 20.6. - 22.6.2012, San Sebastian, Spain}, booktitle = {Proceedings of the VI International Congress on Architectural Envelopes : 20.6. - 22.6.2012, San Sebastian, Spain}, publisher = {ICAE}, organization = {International Congress on Architectural Envelopes <6, 2012, San Sebastian>}, pages = {277 -- 285}, year = {2012}, language = {en} } @techreport{LaboryCajotMeesetal.2008, author = {Labory, F. and Cajot, L. G. and Mees, C. and Delcuve, F. and D{\"o}ring, Bernd and Kuhnhenne, Markus and Kesti, J. and Lawson, M. and Baddoo, N. and Ogden, R. and Griffin, A. and Spasov, Y. and Bonilla, A. and Cagigal, E.}, title = {Energy efficient buildings through innovative systems in steel : final report. Contract No RFSR-CT-2003-00017. EUR 23180 EN}, publisher = {European Communities}, address = {Luxembourg}, organization = {European Commission / Research Fund for Coal and Steel}, isbn = {978-92-79-07681-7}, pages = {151 S.}, year = {2008}, language = {de} } @inproceedings{KerpenBungValeroetal.2016, author = {Kerpen, Nils B. and Bung, Daniel B. and Valero, Daniel and Schlurmann, Torsten}, title = {Energy dissipation within the wave run-up at stepped revetments}, series = {8th Chinese-German Joint Symposium on Hydraulic and Ocean Engineering, Qingdao, China}, booktitle = {8th Chinese-German Joint Symposium on Hydraulic and Ocean Engineering, Qingdao, China}, pages = {6 Seiten}, year = {2016}, language = {en} } @article{KerpenBungValeroetal.2017, author = {Kerpen, Nils B. and Bung, Daniel B. and Valero, Daniel and Schlurmann, Torsten}, title = {Energy dissipation within the wave run-up at stepped revetments}, series = {Journal of Ocean University of China}, volume = {16}, journal = {Journal of Ocean University of China}, number = {4}, publisher = {Springer}, address = {Berlin}, issn = {1993-5021}, doi = {10.1007/s11802-017-3355-z}, pages = {649 -- 654}, year = {2017}, language = {en} } @article{ValeroBungCrookston2018, author = {Valero, Daniel and Bung, Daniel B. and Crookston, B.M.}, title = {Energy dissipation of a Type III basin under design and adverse conditions for stepped and smooth spillways}, series = {Journal of Hydraulic Engineering}, volume = {144}, journal = {Journal of Hydraulic Engineering}, number = {7}, publisher = {ASCE}, address = {Reston, Va.}, issn = {0733-9429}, doi = {10.1061/(ASCE)HY.1943-7900.0001482}, year = {2018}, abstract = {New information regarding the influence of a stepped chute on the hydraulic performance of the United States Bureau of Reclamation (Reclamation) Type III hydraulic jump stilling basin is presented for design (steady) and adverse (decreasing tailwater) conditions. Using published experimental data and computational fluid dynamics (CFD) models, this paper presents a detailed comparison between smooth-chute and stepped-chute configurations for chute slopes of 0.8H:1V and 4H:1V and Froude numbers (F) ranging from 3.1 to 9.5 for a Type III basin designed for F = 8. For both stepped and smooth chutes, the relative role of each basin element was quantified, up to the most hydraulic extreme case of jump sweep-out. It was found that, relative to a smooth chute, the turbulence generated by a stepped chute causes a higher maximum velocity decay within the stilling basin, which represents an enhancement of the Type III basin's performance but also a change in the relative role of the basin elements. Results provide insight into the ability of the CFD models [unsteady Reynolds-averaged Navier-Stokes (RANS) equations with renormalization group (RNG) k-ϵ turbulence model and volume-of-fluid (VOF) for free surface tracking] to predict the transient basin flow structure and velocity profiles. Type III basins can perform adequately with a stepped chute despite the effects steps have on the relative role of each basin element. It is concluded that the classic Type III basin design, based upon methodology by reclamation specific to smooth chutes, can be hydraulically improved for the case of stepped chutes for design and adverse flow conditions using the information presented herein.}, language = {en} }