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

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

van Daal-Rombouts, P.M.M. (TU Delft Sanitary Engineering; Witteveen+Bos)
de Jonge, J (Waterschap De Dommel)
Langeveld, J.G. (TU Delft Sanitary Engineering; Partners4UrbanWater)
Clemens, F.H.L.R. (TU Delft Sanitary Engineering; Deltares)

2016

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

combined sewer
implementation
RTC
storm water settling tank
impact based control

http://resolver.tudelft.nl/uuid:76d1c541-6921-4d36-8cef-b1f2f47e449f

SPN8: Proceedings of the 8th International Conference on Sewer Processes and Networks: Rotterdam, The Netherlands

8th International Conference on Sewer Processes and Networks, 2016-08-31 → 2016-09-02, SS Rotterdam, Rotterdam, Netherlands

Institutional Repository

conference paper

© 2016 P.M.M. van Daal-Rombouts, J de Jonge, J.G. Langeveld, F.H.L.R. Clemens