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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 P tot and ammonia-nitrogen NH 4 -N overflow loads into the receiving waters by means of optimized operation of the tunnel system. With PBRTC the total reduction of the P tot load is 48% and of the NH 4 -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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A 1997 study studied this question.
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