@article{Hebel2009, author = {Hebel, Christoph}, title = {Einsatz von makroskopischen Personalnachfragemodellen in der Planungspraxis}, series = {Stadt Region Land (2009)}, journal = {Stadt Region Land (2009)}, publisher = {ISB}, address = {Aachen}, isbn = {978-3-88354-157-0}, pages = {63 -- 66}, year = {2009}, language = {de} } @article{EmigHebelSchwark2022, author = {Emig, J. and Hebel, Christoph and Schwark, A.}, title = {Einsatzbereiche f{\"u}r Verkehrsnachfragemodelle}, series = {Straßenverkehrstechnik}, volume = {66}, journal = {Straßenverkehrstechnik}, number = {10}, publisher = {Kirschbaum Verlag GmbH}, address = {Bonn}, issn = {0039-2219}, doi = {10.53184/SVT10-2022-2}, pages = {727 -- 736}, year = {2022}, abstract = {In der Praxis bestehen vielf{\"a}ltige Einsatzbereiche f{\"u}r Verkehrsnachfragemodelle. Mit ihnen k{\"o}nnen Kenngr{\"o}ßen des Verkehrsangebots und der Verkehrsnachfrage f{\"u}r den heutigen Zustand wie auch f{\"u}r zuk{\"u}nftige Zust{\"a}nde bereitgestellt werden, um so die Grundlagen f{\"u}r verkehrsplanerische Entscheidungen zu liefern. Die neuen „Empfehlungen zum Einsatz von Verkehrsnachfragemodellen f{\"u}r den Personenverkehr" (EVNM-PV) (FGSV 2022) veranschaulichen anhand von typischen Planungsaufgaben, welche differenzierten Anforderungen daraus f{\"u}r die Modellkonzeption und -erstellung resultieren. Vor dem Hintergrund der konkreten Aufgabenstellung sowie deren spezifischer planerischer Anforderungen bildet die abzuleitende Modellspezifikation die verabredete Grundlage zwischen Auftraggeber und Modellersteller f{\"u}r die konkrete inhaltliche, fachliche Ausgestaltung des Verkehrsmodells.}, language = {de} } @article{Mueller2008, author = {M{\"u}ller, Karsten}, title = {Einsatzm{\"o}glichkeiten von Bilderkennungsverfahren zur Zustandserfassung von Kanalisationen}, series = {Bbr : Leitungsbau, Brunnenbau, Geothermie. Bd. 59. 2008, H. 5}, journal = {Bbr : Leitungsbau, Brunnenbau, Geothermie. Bd. 59. 2008, H. 5}, issn = {1611-1478}, pages = {16 -- 21}, year = {2008}, language = {de} } @article{StrohmeierEichholz1981, author = {Strohmeier, Andreas and Eichholz, G{\"u}nter}, title = {Elimination von Phosphaten in technisch bel{\"u}fteten Abwasserteichen / Eichholz, G{\"u}nter; Strohmeier, Andreas}, series = {Wasser und Boden. 33 (1981), H. 5}, journal = {Wasser und Boden. 33 (1981), H. 5}, isbn = {0043-0951}, pages = {230 -- 239}, year = {1981}, language = {de} } @article{GrossTimmer1998, author = {Groß, Rolf Fritz and Timmer, H.}, title = {Energetische und betriebswirtschaftliche Bewertung von K{\"u}hlsystemen f{\"u}r K{\"u}hllager}, series = {HLH. Heizung, L{\"u}ftung/Klima, Haustechnik}, volume = {49}, journal = {HLH. Heizung, L{\"u}ftung/Klima, Haustechnik}, number = {9}, publisher = {Springer}, address = {D{\"u}sseldorf}, issn = {1436-5103}, pages = {74 -- 77}, year = {1998}, language = {de} } @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} } @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{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} } @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{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{BienerFaenger1988, author = {Biener, Ernst and F{\"a}nger, B.}, title = {Entwurf und Modellversuche f{\"u}r die Sohlsicherung im Bereich des Unterwassertunnels Parana-Santa F{\´e}‚ (Hernandarias) in Argentinien}, series = {Vortr{\"a}ge der Baugrundtagung 1988 in Hamburg : Congress Centrum Hamburg (CCH) 27. und 28. September 1988 / Deutsche Gesellschaft f{\"u}r Erd- und Grundbau e.V}, journal = {Vortr{\"a}ge der Baugrundtagung 1988 in Hamburg : Congress Centrum Hamburg (CCH) 27. und 28. September 1988 / Deutsche Gesellschaft f{\"u}r Erd- und Grundbau e.V}, address = {Essen}, pages = {53 -- 77}, year = {1988}, language = {de} } @article{BienerStroh1988, author = {Biener, Ernst and Stroh, D.}, title = {Erfahrungen bei der Altlastensanierung-Verfahren und Ausf{\"u}hrungsbeispiele}, series = {Energiewirtschaftliche Tagesfragen : et ; Zeitschrift f{\"u}r Energiewirtschaft, Recht, Technik und Umwelt. 38 (1988), H. 9}, journal = {Energiewirtschaftliche Tagesfragen : et ; Zeitschrift f{\"u}r Energiewirtschaft, Recht, Technik und Umwelt. 38 (1988), H. 9}, isbn = {0013-743X}, pages = {724 -- 731}, year = {1988}, language = {de} } @article{Hebel2017, author = {Hebel, Christoph}, title = {Erfahrungen mit der RIN und aktuelle Weiterentwicklungen}, series = {Straßenverkehrstechnik: Organ der Forschungsgesellschaft f{\"u}r Straßen- und Verkehrswesen, der Bundesvereinigung der Straßenbau- und Verkehrsingenieure und der {\"O}sterreichischen Forschungsgesellschaft Straße und Verkehr; Zeitschrift f{\"u}r Verkehrsplanung, Verkehrsmanagement, Verkehrssicherheit, Verkehrstechnik}, volume = {61}, journal = {Straßenverkehrstechnik: Organ der Forschungsgesellschaft f{\"u}r Straßen- und Verkehrswesen, der Bundesvereinigung der Straßenbau- und Verkehrsingenieure und der {\"O}sterreichischen Forschungsgesellschaft Straße und Verkehr; Zeitschrift f{\"u}r Verkehrsplanung, Verkehrsmanagement, Verkehrssicherheit, Verkehrstechnik}, number = {7}, publisher = {Kirschbaum-Verlag}, address = {Bonn}, issn = {0039-2219}, pages = {443 -- 448}, year = {2017}, language = {de} } @article{LaumannKindmann2005, author = {Laumann, J{\"o}rg and Kindmann, Rolf}, title = {Erforderliche Einspanntiefe von Stahlst{\"u}tzen in Betonfundamenten / Kindmann, Rolf ; Laumann, J{\"o}rg}, series = {Stahlbau. 74 (2005), H. 8}, journal = {Stahlbau. 74 (2005), H. 8}, isbn = {1437-1049}, pages = {564 -- 579}, year = {2005}, language = {de} } @article{Gossla2008, author = {Gossla, Ulrich}, title = {Erh{\"o}hung der Tragf{\"a}higkeit der Vorlandb{\"o}gen der Eisenbahn-Marienbr{\"u}cke Dresden. Kombination messtechnischer und rechnerischer Bauwerksuntersuchungen / H{\"a}nel, Dieter ; Gossla, Ulrich ; Menger, Thomas ; B{\"o}sche, Thomas}, series = {Jahrbuch Bautechnik / VDI-Gesellschaft Bautechnik. 20. 2009 (2008)}, journal = {Jahrbuch Bautechnik / VDI-Gesellschaft Bautechnik. 20. 2009 (2008)}, isbn = {978-3-18-401660-9}, pages = {257 -- 274}, year = {2008}, language = {de} } @article{PyschnyDoeringFeldmann2014, author = {Pyschny, D. and D{\"o}ring, Bernd and Feldmann, M.}, 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{LaumannKindmann2005, author = {Laumann, J{\"o}rg and Kindmann, Rolf}, title = {Ermittlung von Eigenwerten und Eigenformen f{\"u}r St{\"a}be und Stabwerke / Kindmann, Rolf ; Laumann, J{\"o}rg}, series = {Stahlbau. 73 (2005), H. 1}, journal = {Stahlbau. 73 (2005), H. 1}, isbn = {1437-1049}, pages = {26 -- 36}, year = {2005}, language = {de} } @article{HebelBillionJohaenning2011, author = {Hebel, Christoph and Billion, Bernd and Joh{\"a}nning, Katja}, title = {Evaluation von Planungswerkst{\"a}tten in der St{\"a}dteRegion}, series = {Stadt Region Land. 2011 (2011), H. 88}, journal = {Stadt Region Land. 2011 (2011), H. 88}, publisher = {RWTH}, address = {Aachen}, isbn = {978-3-88354-162-4}, pages = {15 -- 20}, year = {2011}, language = {de} } @article{BienerSasse1988, author = {Biener, Ernst and Sasse, T.}, title = {Experience with new techniques in slurry cutoff wall construction}, series = {ISWA 88, proceedings of the 5th International Solid Wastes Conference : September 11 - 16th, 1988, Copenhagen, Denmark / ed. by Lizzi Andersen ... - Vol. 1 : Oral presentations}, journal = {ISWA 88, proceedings of the 5th International Solid Wastes Conference : September 11 - 16th, 1988, Copenhagen, Denmark / ed. by Lizzi Andersen ... - Vol. 1 : Oral presentations}, publisher = {Acad. Press}, address = {London [u.a.]}, isbn = {0-12-058451-4}, pages = {41 -- 46}, year = {1988}, language = {en} } @article{Kirsch2010, author = {Kirsch, Ansgar}, title = {Experimental investigation of the face stability of shallow tunnels in sand}, series = {Acta Geotechnica}, volume = {5}, journal = {Acta Geotechnica}, number = {1}, publisher = {Springer}, address = {Berlin}, issn = {1861-1125}, doi = {10.1007/s11440-010-0110-7}, pages = {43 -- 62}, year = {2010}, abstract = {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 L{\´e}ca/Dormieux showed the best agreement to the measurements.}, language = {en} }