TY  - JOUR
A1  - Paschmann, Hans
T1  - Selbstverdichtender Beton - praktische Hinweise
JF  - Selbstverdichtender Beton : Entwicklung, Projekte, Zukunft / Hrsg. Fraunhofer-Informationszentrum Raum und Bau, IRB. Red. Elke Nürmberger ...
Y1  - 2000
SN  - 3-8167-5730-8
SP  - 18
EP  - 22
PB  - Fraunhofer IRB Verl.
CY  - Stuttgart
ER  - 
TY  - JOUR
A1  - Paschmann, Hans
T1  - Zielsichere Herstellung von selbstverdichtendem Beton erhöhter Druckfestigkeit
JF  - BFT Betonwerk + Fertigteil-Technik. 67 (2001), H. 1
Y1  - 2001
SN  - 0373-4331
N1  - Ulmer Beton- und Fertigteil-Tage (45, 2001, Ulm)
SP  - 36
EP  - 37
ER  - 
TY  - JOUR
A1  - Paschmann, Hans
T1  - Selbstverdichtender Beton - praktische Hinweise
JF  - BFT Betonwerk + Fertigteil-Technik. 65 (1999), H. 11
Y1  - 1999
SN  - 0373-4331
SP  - 34
EP  - 42
ER  - 
TY  - JOUR
A1  - Paschmann, Hans
T1  - Robuste Fertigteile aus Glasfaserbeton
JF  - BFT international : concrete plant + precast technology ; Betonwerk + Fertigteil-Technik . 72 (2006), H. 9
Y1  - 2006
SN  - 0373-4331
N1  - gedruckte Ausgabe in der Bereichsbibliothek Bayernallee vorhanden
SP  - 36
EP  - 43
ER  - 
TY  - JOUR
A1  - Olk, Ulrich
T1  - Arbeitsvorbereitung und Ablaufplanung
JF  - Zahlentafeln für den Baubetrieb / Hoffmann, Manfred ; Kuhlmann, Willy [Hrsg.]. 7., vollst. überarb. Aufl.
Y1  - 2006
SN  - 3-519-65220-X
N1  - Kapitel 8
SP  - 547
EP  - 580
PB  - Teubner
CY  - Wiesbaden
ER  - 
TY  - JOUR
A1  - Olk, Ulrich
T1  - Unfallverhütung
JF  - Zahlentafeln für den Baubetrieb / Hoffmann, Manfred ; Kuhlmann, Willy [Hrsg.]. 7., vollst. überarb. Aufl.
Y1  - 2006
SN  - 3-519-65220-X
N1  - Kapitel 14
SP  - 833
EP  - 929
PB  - Teubner
CY  - Wiesbaden
ER  - 
TY  - JOUR
A1  - Olk, Ulrich
T1  - Arbeitsvorbereitung und Ablaufplanung
JF  - Beispiele für die Baubetriebspraxis / Hoffmann, Manfred ; Kuhlmann, Willy [Hrsg.].
Y1  - 2006
SN  - 978-3-8351-0002-2
N1  - Kapitel 5
SP  - 63
EP  - 88
PB  - Teubner
CY  - Wiesbaden
ER  - 
TY  - JOUR
A1  - Oertel, Mario
A1  - Bung, Daniel Bernhard
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  - https://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  - JOUR
A1  - Oertel, Mario
A1  - Bung, Daniel Bernhard
T1  - Initial stage of two-dimensional dam-break waves: laboratory versus VOF
JF  - Journal of hydraulic research
N2  - Since several decades, dam-break waves have been of main research interest. Mathematical approaches have been developed by analytical, physical and numerical models within the past 120 years. During the past 10 years, the number of research investigations has increased due to improved measurement techniques as well as significantly increased computer memories and performances. In this context, the present research deals with the initial stage of two-dimensional dam-break waves by comparing physical and numerical model results as well as analytical approaches. High-speed images and resulting particle image velocimetry calculations are thereby compared with the numerical volume-of-fluid (VOF) method, included in the commercial code FLOW-3D. Wave profiles and drag forces on placed obstacles are analysed in detail. Generally, a good agreement between the laboratory and VOF results is found.
KW  - VOF
KW  - PIV
KW  - physical model
KW  - numerical model
KW  - drag force
KW  - dam-break
Y1  - 2012
U6  - https://doi.org/10.1080/00221686.2011.639981
SN  - 1814-2079 (E-Journal); 0022-1686 (Print)
VL  - 50
IS  - 1
SP  - 89
EP  - 97
PB  - Taylor & Francis
CY  - London
ER  - 
TY  - JOUR
A1  - Oertel, Mario
A1  - Bung, Daniel Bernhard
T1  - Hochwasserschutz - eine Aufgabe für eine nachhaltige Wasserwirtschaft
JF  - Wasserwirtschaft
KW  - Wasserbau
KW  - Architektur
KW  - Wasserwirtschaft
KW  - Deutschland
Y1  - 2021
SN  - 0043-0978
VL  - 111
IS  - 9-10
SP  - 3
EP  - 19
PB  - Springer Vieweg
CY  - Wiesbaden
ER  -