G. Wandl
Vienna University of Technology
Network
Latest external collaboration on country level. Dive into details by clicking on the dots.
Publication
Featured researches published by G. Wandl.
Water Practice & Technology | 2009
G. Wandl; H. Schaar; M. Papp; K. Svardal
The Main Wastewater Treatment Plant of Vienna had to be extended to guarantee sufficient nitrogen removal. After intensive evaluation studies a two-stage activated sludge system was chosen for the plant-extension. Due to the very small specific reactor tank volume of two-stage treatment plants in comparison with low loaded single-stage plants internal cycles had to be applied to ensure sufficient nitrogen removal. Starting in the year 2000 the plant extension was finished by the beginning of 2005 and the extended plant went into operation in spring. The Austrian effluent standards had to be fulfilled by December 2005. This paper presents a description of the plant layout and gives an overview of the operating results of the first two years of full scale operation. Mass balances were used to evaluate the pathways of nitrogen removal. The results confirmed the expected flexibility of the chosen concept; nitrogen elimination did not decrease although the effluent recirculation that has been implemented to ensure sufficient nitrogen removal efficiency especially during winter had been reduced markedly due to energy reasons. The treatment efficiency that was observed at pilot plant investigations was clearly exceeded.
Water Science and Technology | 2008
B. Nikolavcic; K. Svardal; G. Wandl; N. Günther; G. Spatzierer
A process is introduced which utilizes secondary clarifiers for the treatment of combined sewage. Under storm water conditions, surplus sewage bypasses the aeration tanks after primary treatment and is directly introduced into the secondary clarifiers. The hydraulic capacity of existing activated sludge plants can be increased without additional tank volume. Particulate matter as well as dissolved compounds are removed to a high extent. Investigations on a full scale treatment plant (100,000 p.e.) show that the effluent quality is comparable with full biological treatment, even if the hydraulic loading is increased by 50%.
Water Science and Technology | 2003
Norbert Kreuzinger; Andreas H. Farnleitner; G. Wandl; R. Hornek; Robert L. Mach
Water Science and Technology | 2001
S. Winkler; H. Müller-Rechberger; O. Nowak; K. Svardal; G. Wandl
Water Science and Technology | 1999
O. Nowak; G. Wandl; K. Svardal
Water Science and Technology | 2006
G. Wandl; H. Kroiss; K. Svardal
Water Science and Technology | 2002
G. Wandl; H. Müller-Rechberger; N. Matsché; K. Svardal; S. Winkler
Water Science and Technology | 2001
H. Müller-Rechberger; G. Wandl; S. Winkler; K. Svardal; N. Matsché
Water Science and Technology | 2004
H. Kroiss; F. Klager; S. Winkler; G. Wandl; K. Svardal
Water Science and Technology | 2002
N. Matsché; S. Winkler; L. Prendl; K. Dornhofer; G. Wandl