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Application of control strategies in wastewater treatment plants for effluent quality improvement, costs reduction and effluent limits violations removal

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Figure 5.7: Trade-off representation of OCI and the percentage of operating timeof SNtot,e violations for a range of MaxOut from 90000 to 180000 with increments of10000 (points marked with crosses) and MaxIn = 2 (dotted line), 2.2 (dashed line),2.4 (solid line), 2.6 (dash-dotted line)
Figure 5.9: Rain influent: time evolution of the most important variables applyingthe proposed control strategy for SNtot,e violations removal with functions and applyingthe default control strategy of BSM1.
Figure 5.10: Storm influent: time evolution of the most important variables applyingthe proposed control strategy for SNtot,e violations removal with functions and applyingthe default control strategy of BSM1.
Table 5.1: Results with default PI controllers and with control for SNtot,e violationsremoval for dry, rain and storm influents
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