@article{BienerStroh1988,
  author    = {Biener, Ernst and Stroh, D.},
  title     = {Sanierungstechniken f{\"u}r Altlasten},
  series = {Altlasten / Karl J. Thom{\´e}-Kozmiensky (Hrsg.). - Bd. 2},
  journal   = {Altlasten / Karl J. Thom{\´e}-Kozmiensky (Hrsg.). - Bd. 2},
  publisher = {EF-Verl. f{\"u}r Energie- und Umwelttechnik},
  address   = {Berlin},
  pages     = {603 -- 618},
  year      = {1988},
  language  = {de}
}
@article{BienerRouve1984,
  author    = {Biener, Ernst and Rouv{\´e}, G.},
  title     = {Sanierungsm{\"o}glichkeiten {\"a}lterer Talsperren},
  series = {Koordinierung in der Schutzwasserwirtschaft : Internationales Symposion INTERPRAEVENT, 1984, Villach / [Red. u. Konzeption: G. Fiebiger ...]. - Bd. 1 : Beitr{\"a}ge zu Themenkreisen 1 und 2},
  journal   = {Koordinierung in der Schutzwasserwirtschaft : Internationales Symposion INTERPRAEVENT, 1984, Villach / [Red. u. Konzeption: G. Fiebiger ...]. - Bd. 1 : Beitr{\"a}ge zu Themenkreisen 1 und 2},
  publisher = {Forschungsges. f{\"u}r Vorbeugende Hochwasserbek{\"a}mpfung},
  address   = {Klagenfurth},
  pages     = {235 -- 246},
  year      = {1984},
  language  = {de}
}
@article{Biener1989,
  author    = {Biener, Ernst},
  title     = {Sanierung von Altlasten},
  series = {Umweltschutz '89},
  journal   = {Umweltschutz '89},
  publisher = {Plus-Verl.},
  address   = {Saarlouis},
  pages     = {36 -- 38},
  year      = {1989},
  language  = {de}
}
@article{Biener1988,
  author    = {Biener, Ernst},
  title     = {Sanierung des Gel{\"a}ndes einer ehemaligen Maschinenfabrik durch Bodenluftabsaugung und mikrobiologische Bodenreinigung},
  series = {Handbuch der Altlastensanierung / hrsg. von Volker Franzius ... - Losebl.-Ausg.},
  journal   = {Handbuch der Altlastensanierung / hrsg. von Volker Franzius ... - Losebl.-Ausg.},
  publisher = {v. Decker},
  address   = {Heidelberg},
  isbn      = {3-7685-0078-0},
  pages     = {Kap. 5.4.1.1.4 ; 1 -- 7},
  year      = {1988},
  language  = {de}
}
@article{BienerKonertzSasse2003,
  author    = {Biener, Ernst and Konertz, K. and Sasse, T.},
  title     = {Sanierung des ehemaligen Gaswerkgel{\"a}ndes am Bremer Hauptbahnhof / K. Konertz ; E. Biener ; T. Sasse},
  series = {Handbuch Altlastensanierung und Fl{\"a}chenmanagement / hrsg. von Volker Franzius ...},
  journal   = {Handbuch Altlastensanierung und Fl{\"a}chenmanagement / hrsg. von Volker Franzius ...},
  publisher = {C.F. M{\"u}ller},
  address   = {Heidelberg},
  isbn      = {3-7685-0078-0},
  pages     = {1 -- 23},
  year      = {2003},
  language  = {de}
}
@article{Paschmann2006,
  author    = {Paschmann, Hans},
  title     = {Robuste Fertigteile aus Glasfaserbeton},
  series = {BFT international : concrete plant + precast technology ; Betonwerk + Fertigteil-Technik . 72 (2006), H. 9},
  journal   = {BFT international : concrete plant + precast technology ; Betonwerk + Fertigteil-Technik . 72 (2006), H. 9},
  isbn      = {0373-4331},
  pages     = {36 -- 43},
  year      = {2006},
  language  = {de}
}
@article{ValeroChansonBung2019,
  author    = {Valero, Daniel and Chanson, Hubert and Bung, Daniel Bernhard},
  title     = {Robust estimators for turbulence properties assessment},
  pages     = {1 -- 24},
  year      = {2019},
  language  = {en}
}
@article{ValeroChansonBung2020,
  author    = {Valero, Daniel and Chanson, Hubert and Bung, Daniel Bernhard},
  title     = {Robust estimators for free surface turbulence characterization: A stepped spillway application},
  series = {Flow Measurement and Instrumentation},
  volume    = {76},
  journal   = {Flow Measurement and Instrumentation},
  number    = {Art. 101809},
  publisher = {Elsevier},
  address   = {Amsterdam},
  issn      = {0955-5986},
  doi       = {10.1016/j.flowmeasinst.2020.101809},
  year      = {2020},
  abstract  = {Robust estimators are parameters insensitive to the presence of outliers. However, they presume the shape of the variables' probability density function. This study exemplifies the sensitivity of turbulent quantities to the use of classic and robust estimators and the presence of outliers in turbulent flow depth time series. A wide range of turbulence quantities was analysed based upon a stepped spillway case study, using flow depths sampled with Acoustic Displacement Meters as the flow variable of interest. The studied parameters include: the expected free surface level, the expected fluctuation intensity, the depth skewness, the autocorrelation timescales, the vertical velocity fluctuation intensity, the perturbations celerity and the one-dimensional free surface turbulence spectrum. Three levels of filtering were utilised prior to applying classic and robust estimators, showing that comparable robustness can be obtained either using classic estimators together with an intermediate filtering technique or using robust estimators instead, without any filtering technique.},
  language  = {en}
}
@article{KirsteinMuellerWaleckiMingersetal.2012,
  author    = {Kirstein, Simon and M{\"u}ller, Karsten and Walecki-Mingers, Mark and Deserno, Thomas M.},
  title     = {Robust adaptive flow line detection in sewer pipes},
  series = {Automation in construction},
  journal   = {Automation in construction},
  number    = {21},
  publisher = {Elsevier},
  address   = {Amsterdam},
  issn      = {1872-7891 (E-Journal) ; 0926-5805 (Print)},
  doi       = {10.1016/j.autcon.2011.05.009},
  pages     = {24 -- 31},
  year      = {2012},
  abstract  = {As part of a novel approach to automatic sewer inspection, this paper presents a robust algorithm for automatic flow line detection. A large image repository is obtained from about 50,000 m sewers to represent the high variability of real world sewer systems. Automatic image processing combines Canny edge detection, Hough transform for straight lines and cost minimization using Dijkstra's shortest path algorithm. Assuming that flow lines are mostly smoothly connected horizontal structures, piecewise flow line delineation is reduced to a process of selecting adjacent line candidates. Costs are derived from the gap between adjacent candidates and their reliability. A single parameter α enables simple control of the algorithm. The detected flow line may precisely follow the segmented edges (α = 0.0) or minimize gaps at joints (α = 1.0). Both, manual and ground truth-based analysis indicate that α = 0.8 is optimal and independent of the sewer's material. The algorithm forms an essential step to further automation of sewer inspection.},
  language  = {en}
}
@article{BaltzerRiepeMerz2001,
  author    = {Baltzer, Wolfgang and Riepe, Werner and Merz, Hans},
  title     = {Risikoanalyse zum Transport gef{\"a}hrlicher G{\"u}ter durch Straßentunnel - Abw{\"a}gungsprozesse im Internationalen Vergleich},
  series = {Unterirdisches Bauen 2001 : Wege in die Zukunft ; Vortr{\"a}ge der STUVA-Tagung 2001 in M{\"u}nchen / veranst. von der Studiengesellschaft f{\"u}r Unterirdische Verkehrsanlagen e.V., (STUVA), K{\"o}ln},
  journal   = {Unterirdisches Bauen 2001 : Wege in die Zukunft ; Vortr{\"a}ge der STUVA-Tagung 2001 in M{\"u}nchen / veranst. von der Studiengesellschaft f{\"u}r Unterirdische Verkehrsanlagen e.V., (STUVA), K{\"o}ln},
  publisher = {Bertelsmann},
  address   = {G{\"u}tersloh},
  isbn      = {3-9803390-7-6},
  pages     = {204 -- 211},
  year      = {2001},
  language  = {de}
}