Integrated real time control of influent pumping station and primary settling tanks at WWTP Eindhoven

Conference Paper (2016)
Author(s)

Petra van Daal-Rombouts (Witteveen+Bos, TU Delft - Sanitary Engineering)

J de Jonge (Waterschap De Dommel)

J.G. Langeveld (Partners4UrbanWater, TU Delft - Sanitary Engineering)

F.H.L.R. Clemens (TU Delft - Sanitary Engineering, Deltares)

Research Group
Sanitary Engineering
Copyright
© 2016 P.M.M. van Daal-Rombouts, J de Jonge, J.G. Langeveld, F.H.L.R. Clemens
More Info
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Publication Year
2016
Language
English
Copyright
© 2016 P.M.M. van Daal-Rombouts, J de Jonge, J.G. Langeveld, F.H.L.R. Clemens
Research Group
Sanitary Engineering
Pages (from-to)
1-4
Reuse Rights

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Abstract

This research deals with the design and implementation of an integrated control for the WWTP of Eindhoven. The control influences the operation of the primary settling tanks and influent pumping station to reduce reduce ammonia peaks in the WWTP effluent. The control takes into account the treatment capacity of the biological tanks, the influent flows and the available storage capacity in the individual catchments. It was implemented in winter 2016 and has been operational since April 2016. Model results and preliminary measurements show that the WWTP can be operated with a reduced number of PCs for over 90% of the time

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