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Novel Technologies for the Elimination of Pollutants  231



                                             Nitrification
              Wastewater   Denitrification                    Nitrification
                                           BOD elimination
                                                                       40%
                                                                           60%
                            Final BOD
               Effluent                           Denitrification
                           Elimination

                                                                Methanol
              Figure 5.13 Flow diagram of combined BOD elimination and nitrification/
              denitrification.




              40% of the total is fed to a denitrification unit upstream from the first
              nitrification unit, and 60% passes to the downstream denitrification unit
              to which is added an effluent free of N but rich in hydrocarbons (meth-
              anol). An activated sludge tank is then required downstream from the
              denitrification unit to degrade the residual BOD 5 resulting from these
              additional streams.
                 Since the nitrification unit has a high O 2 demand (4.57 kg oxygen per kg
              of ammonia nitrogen), the entire plant was designed in the form of a multi-
              step Tower Biology; the O 2 uptake is 50 t/day. It comprises seven towers of
              between 24 and 17 m height plus six sedimentation funnels. It commenced
              operation in July 1981 and has proved to be entirely satisfactory.
              F. Dynamit Nobel, Lulsdorf Works (Germany)
                                            3
              In this case the effluent (15,000 m /day) carries not only the BOD 5 load

              (14 t/day) but also the NO 3 load (3 t/day) from the nitrogen process.
                                                                      3
              The plant consists of two parallel units ( 12 22 m; V¼2500 m ) and an
                                                     3
              activated sludge unit ( 17 20 m, V¼4500 m ). This treatment plant went
              onstream in July 1983.
              G. Lehrter Zucker AG, Lehrte, near Hannover (Germany)
              The special feature of sugar factories as far as their effluents are concerned is
              that effluents only occur during a particular season (after the sugar beet har-
              vest) and also that the effluent contains a high carbohydrate concentration
              and is therefore best pretreated in an anaerobic unit. This is also true for
              Lehrter Zucker AG. Here, only the downstream aerobic treatment unit
                                                                         3
              takes the form of a Tower Biology plant ( 15 18 m; V¼3200 m ); the
                                                                3
              O 2 uptake is 5–7 t/day (max). This plant handles 3000 m of wastewater
              per day, which contains 7–10 g/L of COD and 4.5–7.2 g/L BOD 5 . The
              plant went into operation in the autumn of 1982.
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