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A more efficient use of drinking water is growing in significance,   solution is not binding in any way and can be substituted by
       especially against a backdrop of increasingly scarce drinking   other equivalent solutions. In the following, only the essential
       water resources. Therefore, sewage plants are a key element of   characteristics of the example will be shown. At first, a ques-
       the drinking water cycle. The necessary high efficiency of sew-  tionnaire with important questions on the structure and its use
       age plants (Figure 9.4.1) requires that the operating procedure   was discussed and filled in together with the operator. This
       be optimised and the operating costs be reduced at the same   procedure allows to prepare a lightning protection concept
       time. For this purpose, high investments were made in electronic   that is comprehensible for all parties involved. The concept
       measuring equipment and distributed electronic control and   includes the minimum requirements which, however, can be
       automation systems over the last years. However, these new   technically improved at any time.
       electronic systems only provide a low resistance to transients
       compared to conventional technology. The structural conditions   Plant description
       of the widespread outdoor wastewater treatment systems with   The complete process control system of the sewage plant is
       measuring equipment and control units extending over large ar-  centrally located in the operations building. In case of a light-
       eas additionally increase the risk of interference caused by light-  ning strike, substantial partial lightning currents and surges
       ning discharges or surges. Thus, it is most likely that the com-  are  injected  into  the  switch  rooms  via  the  extended  cables
       plete process control system or parts thereof fail if no protection   leading  to  measuring  stations  and  substations.  In  the  past,
       measures are taken. The consequences of such a failure can be   this caused destruction and failure of the plant over and over
       serious ranging from costs for re-establishing the availability of   again. The same applies to the power supply and telephone
       the sewage plant to the unknown costs for eliminating ground   line. The operations building itself must be protected against
       water contamination. Consequently, external and internal light-  damage resulting from fire (caused by a direct lightning strike)
       ning protection measures must be taken to efficiently eliminate   and the electrical and electronic systems (control and automa-
       this threat and to increase the availability of the systems.  tion system, telecontrol system) from the effects of the light-
                                                    ning electromagnetic pulse (LEMP).
       Assessment of the risk for the operations building
       The example described in the following was calculated based   Additional conditions:
       on the IEC 62305-2 (EN 62305-2) standard. We expressively   ¨  Protection measures against lightning effects have already
       point out that the procedure shown is only an example. This   been taken (external lightning protection system accord-


             rainwater overflow basin        pump / lift station
                                                                            coarse / fine screen




                                                                    ventilator / sand filter and grease trap
                black water basin
                                           operations building
                                                                            primary clarifier






                                   final clarifier                                 precipitant tank
                                                           aeration tank /
                    effluent
                                                       nitrification – denitrification

         river

       Figure 9.4.1  Schematic diagram of a sewage plant



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