TY - JOUR A1 - Lind, Thorsten Patric T1 - Voraussetzungen einer wirksamen Absage der auf ein Aktionärsverlangen einberufenen Hauptversammlung durch den Vorstand : BGH, Urteil vom 30.06.2015 - II ZR 142/14 (OLG Frankfurt a. M.) : Anmerkung JF - Fachdienst Zivilrecht - LMK - Kommentierte BGH-Rechtsprechung, Lindenmaier-Möhring Y1 - 2015 SN - 1611-1095 SP - 374723 PB - Beck CY - München ER - TY - JOUR A1 - Brahma, Aischarya A1 - Musio, Biagia A1 - Ismayilova, Uliviya A1 - Nikbin, Nikzad A1 - Kamptmann, Sonja B. A1 - Siegert, Petra A1 - Jeromin, Günter Erich A1 - Ley, Steven A1 - Pohl, Martina T1 - An orthogonal biocatalytic approach for the safe generation and use of HCN in a multi-step continuous preparation of chiral O-acetylcyanohydrins JF - Synlett Y1 - 2015 U6 - http://dx.doi.org/10.1055/s-0035-1560644 SN - 0936-5214 (Print) ; 1437-2096 (e-Journal) IS - Publ. online 29.09.2015 PB - Thieme CY - Stuttgart ER - TY - JOUR A1 - Oertel, Mario A1 - Bung, Daniel B. T1 - Numerische Strömungssimulationen von Fließgewässern : Praxisanwendungen und zukünftige Entwicklungen JF - Korrespondenz Wasserwirtschaft : KW Y1 - 2015 SN - 1616-430X VL - 8 IS - H. 3 SP - 177 EP - 182 PB - Gesellschaft zur Förderung der Abwassertechnik CY - Hennef ER - TY - CHAP A1 - Bung, Daniel B. A1 - Valero, Daniel T1 - Image processing for bubble image velocimetry in self-aerated flows T2 - E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands Y1 - 2015 SP - 1 EP - 8 ER - TY - CHAP A1 - Oertel, Mario A1 - Balmes, Jan P. A1 - Bung, Daniel B. T1 - Numerical simulation of erosion processes on crossbar block ramps T2 - E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands Y1 - 2015 SP - 1 EP - 8 ER - TY - CHAP A1 - Valero, Daniel A1 - Bung, Daniel B. T1 - Hybrid investigation of air transport processes in moderately sloped stepped spillway flows T2 - E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands Y1 - 2015 SP - 1 EP - 10 ER - TY - CHAP A1 - Bung, Daniel B. ED - Rowinski, Pawel T1 - Laboratory models of free-surface flows T2 - Rivers - physical, fluvial and environmental processes N2 - Hydraulic modeling is the classical approach to investigate and describe complex fluid motion. Many empirical formulas in the literature used for the hydraulic design of river training measures and structures have been developed using experimental data from the laboratory. Although computer capacities have increased to a high level which allows to run complex numerical simulations on standard workstation nowadays, non-standard design of structures may still raise the need to perform physical model investigations. These investigations deliver insight into details of flow patterns and the effect of varying boundary conditions. Data from hydraulic model tests may be used for calibration of numerical models as well. As the field of hydraulic modeling is very complex, this chapter intends to give a short overview on capacities and limits of hydraulic modeling in regard to river flows and hydraulic structures only. The reader shall get a first idea of modeling principles and basic considerations. More detailed information can be found in the references. KW - Physical modeling KW - Similitude KW - Open channels KW - Hydraulic structures Y1 - 2015 SN - 978-3-319-17718-2 ; 978-3-319-17719-9 U6 - http://dx.doi.org/10.1007/978-3-319-17719-9_9 SP - 213 EP - 228 PB - Springer CY - Cham ER - TY - CHAP A1 - Chanson, Hubert A1 - Bung, Daniel B. A1 - Matos, J. T1 - Stepped spillways and cascades T2 - Energy dissipation in hydraulic structures / Hubert Chanson (ed.) Y1 - 2015 SN - 978-1-138-02755-8 (print) ; 978-1-315-68029-3 (e-Book) SP - 45 EP - 64 PB - CRC Press CY - Boca Raton, Fla. [u.a.] ER - TY - JOUR A1 - Oertel, Mario A1 - Bung, Daniel B. T1 - Stability and scour development of bed material on crossbar block ramps JF - International journal of sediment research N2 - Block ramps are ecologically oriented drop structures with adequate energy dissipation and partially moderate flow velocities. A special case is given with crossbar block ramps, where the upstream and downstream level difference is reduced by a series of basins. To prevent the total structure from failing, the stability of single boulders within the crossbars and the bed material in between must be guaranteed. The present paper addresses the stability of bed material and scour development for various flow regimes. Any bed material erosion may affect the stability of the crossbar boulders, which in turn can result in major damages of the ramp. Therefore new design approaches are developed to choose an appropriate bed material size and to avoid failures of crossbar block ramp structures. Y1 - 2015 U6 - http://dx.doi.org/10.1016/j.ijsrc.2014.12.003 SN - 1001-6279 VL - 30 IS - 4 SP - 344 EP - 350 PB - Elsevier CY - Amsterdam ER - TY - CHAP A1 - Vitting, Eva A1 - Schmitz, Timo A1 - Lenz, Florian A1 - Querg, David ED - Schuh, Günther T1 - Gib mir ein Zeichen! Visualisierunskonzepte, die Entscheidungshilfe bieten und versteckte Potentiale aufzeigen T2 - Ergebnisbericht des BMBF-Verbundprojektes PROSENSE : hochauflösende Produktionssteuerung auf Basis kybernetischer Unterstützungssysteme und intelligenter Sensorik Y1 - 2015 SN - 978-3-86359-346-9 N1 - BMBF-Förderkennzeichen 02PJ2490 SP - 148 EP - 174 PB - Apprimus-Verl. CY - Aachen ER -