Parameter optimisation of real-time control strategies for urban wastewater systems

2001 ◽  
Vol 43 (7) ◽  
pp. 139-146 ◽  
Author(s):  
M. Schütze ◽  
D. Butler ◽  
M. B. Beck

Real-time control (RTC) of wastewater systems has been a topic of research and application for over two decades. Attempts so far have mainly focused on one of the parts of the urban wastewater system: either the sewer system, or the treatment plant or the river. Approaches to integrate these subsystems and considering them jointly for control purposes have been pursued only recently. Control of the system aims at pursuing one (or several concomitant) objectives, which are expressed, for example, in terms of overflow volumes, loads, effluent concentrations, receiving water quality or monetary costs, to name just a few. This paper provides a general and formal definition of the problem to define a real time control algorithm for a given urban wastewater system. A general mathematical optimization problem is formulated, which describes the task of finding an (in some sense) optimum control algorithm. Since this optimization problem is, in the general case, highly non-linear with only limited information available about the objective function itself, optimization methods appropriate for this type of problem are identified. Here, the similarity of the problem to find a control algorithm and of the parameter estimation problem common in mathematical modelling becomes apparent. Hence, methods (and problems encountered) in parameter estimation can be transferred to the problem of determining optimum RTC algorithms. This parallelism is outlined in the paper. As an application of the parameterisation and optimization of control strategies, integrated control of an urban wastewater system is discussed. Since the analysis of integrated control as just described poses certain requirements on a simulation engine, a novel modelling tool, called SYNOPSIS, is utilized here. This simulation tool, comprising of modules simulating water quantity and quality processes in all parts of the urban wastewater system, is embedded into a suite of optimization procedures. An integrated RTC algorithm for the urban wastewater system is formulated, the parameters of which are optimized using various global optimization routines. Comparison of their efficiency indicates good performance for the Controlled Random Search and for the genetic algorithms. The findings suggest that integrated control can indeed lead to an increase in performance of the urban wastewater system. These results appear to be encouraging and justify further work. Areas for further development are identified in the final section of the paper.

2013 ◽  
Vol 10 (5) ◽  
pp. 300-311 ◽  
Author(s):  
A. Campisano ◽  
J. Cabot Ple ◽  
D. Muschalla ◽  
M. Pleau ◽  
P.A. Vanrolleghem

2020 ◽  
Vol 69 (8) ◽  
pp. 751-768 ◽  
Author(s):  
Biniam B. Ashagre ◽  
Guangtao Fu ◽  
David Butler

Abstract Automation and real-time control have long been used in urban wastewater systems. However, there is a critical need to review how real-time control contributes to sustainable water management. This review provides a systematic review of the role of real-time control towards creating a sustainable wastewater system. This review identifies the social, economic and environmental pillars of sustainability that can be achieved using automation and control systems, considering individual systems and different scales of integration. Results obtained from a systematic literature review show that previous research on automation and control related to sustainability in the water sector focuses on addressing economic issues (mainly operational cost reduction) and improving the quality of the water environment, while the social pillar of sustainability is not addressed to a significant degree. Integrated control is identified as a promising approach to address the three pillars of sustainability. Future research on automaton and real-time control in the water and wastewater system needs to explicitly demonstrate the contribution of control strategies towards the attributes of sustainability. To this end, regulatory bodies should focus on creating an overarching sustainability framework with indicators of sustainability clearly defined. Further, addressing three pillars of sustainability requires an integrated approach at a catchment scale where upstream and downstream processes are considered.


2005 ◽  
Vol 52 (12) ◽  
pp. 181-187
Author(s):  
K. Schroeder ◽  
E. Pawlowsky-Reusing

Since the 1970s, we have known about real-time control of urban drainage systems. However, global real-time control strategies still show a lack of implementation for large drainage systems of high complexity. In Berlin, Germany, a city of 3.5 million inhabitants covering an area of around 900km2, the demand for enhanced protection of the environment and growing economic pressure have led to an increasing application of control assets and concepts within the sewage system. In the framework of the project “Integrated Sewage Management”, the possibilities of a global and integrated control strategy for the Berlin system are examined. The paper is focused on the historical concept and design of the sewerage and the further improvement towards an environment-oriented system that builds the basis for today's considerations. The operational method and functionality of local regulators that have already been implemented are described. Further-more, the model-based methodology for the analysis of the system and the development of global control concepts, as well as the results of system analysis, are stated. On the basis of model simulations, it is shown that a global coordination of pump stations can lead to a reduction of sewer overflows, and consequently to an enhanced water protection.


2004 ◽  
Vol 299 (3-4) ◽  
pp. 335-348 ◽  
Author(s):  
M SCHUTZE ◽  
A CAMPISANO ◽  
H COLAS ◽  
W SCHILLING ◽  
P VANROLLEGHEM

2017 ◽  
Vol 95 ◽  
pp. 90-101 ◽  
Author(s):  
Petra van Daal ◽  
Günter Gruber ◽  
Jeroen Langeveld ◽  
Dirk Muschalla ◽  
François Clemens

2004 ◽  
Vol 299 (3-4) ◽  
pp. 349-362 ◽  
Author(s):  
A ZACHAROF ◽  
D BUTLER ◽  
M SCHUTZE ◽  
M BECK

2004 ◽  
Vol 299 (3-4) ◽  
pp. 335-348 ◽  
Author(s):  
Manfred Schütze ◽  
Alberto Campisano ◽  
Hubert Colas ◽  
Wolfgang Schilling ◽  
Peter A. Vanrolleghem

Author(s):  
Manfred Schütze ◽  
Alberto Campisano ◽  
Hubert Colas ◽  
Wolfgang Schilling ◽  
Peter A. Vanrolleghem

1997 ◽  
Vol 36 (8-9) ◽  
pp. 331-336 ◽  
Author(s):  
Gabriela Weinreich ◽  
Wolfgang Schilling ◽  
Ane Birkely ◽  
Tallak Moland

This paper presents results from an application of a newly developed simulation tool for pollution based real time control (PBRTC) of urban drainage systems. The Oslo interceptor tunnel is used as a case study. The paper focuses on the reduction of total phosphorus Ptot and ammonia-nitrogen NH4-N overflow loads into the receiving waters by means of optimized operation of the tunnel system. With PBRTC the total reduction of the Ptot load is 48% and of the NH4-N load 51%. Compared to the volume based RTC scenario the reductions are 11% and 15%, respectively. These further reductions could be achieved with a relatively simple extension of the operation strategy.


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