TY  - JOUR
A1  - Vögele, Stefan
A1  - Rübbelke, Dirk
A1  - Govorukha, Kristina
A1  - Grajewski, Matthias
T1  - Socio-technical scenarios for energy-intensive industries: the future of steel production in Germany
JF  - Climatic Change
Y1  - 2019
U6  - https://doi.org/10.1007/s10584-019-02366-0
SN  - 0165-0009
SP  - 1
EP  - 16
PB  - Springer
CY  - Berlin
ER  - 
TY  - JOUR
A1  - Viti, Nicolo
A1  - Valero, Daniel
A1  - Gualtieri, Carlo
T1  - Numerical Simulation of Hydraulic Jumps. Part 2: Recent Results and Future Outlook
JF  - Water
Y1  - 2019
U6  - https://doi.org/10.3390/w11010028
SN  - 2073-4441
VL  - 11
IS  - 1
SP  - Art. Nr. 28
ER  - 
TY  - JOUR
A1  - Valero, Daniel
A1  - Viti, Nicolo
A1  - Gualtieri, Carlo
T1  - Numerical Simulation of Hydraulic Jumps. Part 1: Experimental Data for Modelling Performance Assessment
JF  - Water
Y1  - 2019
U6  - https://doi.org/10.3390/w11010036
SN  - 2073-4441
VL  - 11
IS  - 1
SP  - Art. Nr. 36
PB  - MDPI
CY  - Basel
ER  - 
TY  - CHAP
A1  - Valero, Daniel
A1  - Kramer, Matthias
A1  - Bung, Daniel Bernhard
A1  - Chanson, Hubert
T1  - A stochastic bubble generator for air-water flow research
T2  - E-proceedings of the 38th IAHR World Congress, September 1-6, 2019, Panama City, Panama
Y1  - 2019
U6  - https://doi.org/10.3850/38WC092019-0909
SP  - 5714
EP  - 5721
ER  - 
TY  - JOUR
A1  - Valero, Daniel
A1  - Chanson, Hubert
A1  - Bung, Daniel Bernhard
T1  - Robust estimators for turbulence properties assessment
Y1  - 2019
SP  - 1
EP  - 24
ER  - 
TY  - JOUR
A1  - Valero, D.
A1  - Bung, Daniel Bernhard
A1  - Crookston, B. M.
T1  - Closure to “Energy Dissipation of a Type III Basin under Design and Adverse Conditions for Stepped and Smooth Spillways”
JF  - Journal of Hydraulic Engineering
Y1  - 2019
U6  - https://doi.org/10.1061/(ASCE)HY.1943-7900.0001669
VL  - 146
IS  - 2
PB  - ASCE
CY  - Reston, Va.
ER  - 
TY  - CHAP
A1  - Ulmer, Jessica
A1  - Braun, Sebastian
A1  - Lai, Chow Yin
A1  - Cheng, Chi-Tsun
A1  - Wollert, Jörg
T1  - Generic integration of VR and AR in product lifecycles based on CAD models
T2  - Proceedings of The 23rd World Multi-Conference on Systemics, Cybernetics and Informatics: WMSCI 2019
Y1  - 2019
ER  - 
TY  - JOUR
A1  - Turlybekuly, Amanzhol
A1  - Pogrebnjak, Alexander
A1  - Sukhodub, L. F.
A1  - Sukhodub, Liudmyla B.
A1  - Kistaubayeva, A. S.
A1  - Savitskaya, Irina
A1  - Shokatayeva, D. H.
A1  - Bondar, Oleksandr V.
A1  - Shaimardanov, Z. K.
A1  - Plotnikov, Sergey V.
A1  - Shaimardanova, B. H.
A1  - Digel, Ilya
T1  - Synthesis, characterization, in vitro biocompatibility and antibacterial properties study of nanocomposite materials based on hydroxyapatite-biphasic ZnO micro- and nanoparticles embedded in Alginate matrix
JF  - Materials Science and Engineering C
Y1  - 2019
U6  - https://doi.org/10.1016/j.msec.2019.109965
VL  - 104
IS  - Article number 109965
PB  - Elsevier
CY  - Amsterdam
ER  - 
TY  - CHAP
A1  - Tullis, Blake P.
A1  - Crookston, Brian M.
A1  - Bung, Daniel Bernhard
T1  - Weir head-discharge relationships: A multi-lab exercise
T2  - Proceedings of the 38th IAHR World Congress (Panama, 2019)
N2  - Though weir flow has been studied for centuries, there still remains some nuances of weir flow that are not well understood. Therefore, an international study was conducted in which 20 different hydraulics laboratories from around the world built and tested two linear weirs (quarter-round and half-round crested weirs) of common geometry. The only unconstrained dimension was the weir length, which could be adjusted to match the width of the test flume. Participating laboratories used the instrumentation and data collection methodologies of their choosing for head and discharge measurements.
The experimental results found significant variability in the discharge coefficients as a function of dimensionless upstream head, as well as in the head-discharge relationships (as much as 50% in some cases). Potential sources contributing to the scatter may have included head meter instrumentation, flow meter instrumentation, approach flow length (flume length upstream of weir), head measurement location, nappe behavior, laboratory measurement methods and experimental setup, and the care and skill of the investigator (human error). Analyzing the data as a function of instrumentation types, approach length, and head measurement location did not provide any insight regarding the variations. Nappe behavior (e.g., aeration), which could be influenced by laboratory-specific conditions, varied among the datasets primarily for the half-round crested weir (about 20%).
Y1  - 2019
U6  - https://doi.org/10.3850/38WC092019-0806
SN  - 2521-716X (Online)
N1  - 38TH IAHR World Congress – IAHR 2019 Panamá, República de Panamá, 1 – 6 September, 2019
PB  - IAHR
CY  - Madrid
ER  - 
TY  - THES
A1  - Tran, Ngoc Trinh
T1  - Limit and Shakedown analysis of structures under stochastic conditions
Y1  - 2019
U6  - https://doi.org/10.24355/dbbs.084-201902121135-0
PB  - Technische Universität Braunschweig
CY  - Braunschweig
ER  -