Page 420 - Industrial Wastewater Treatment, Recycling and Reuse
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392   Industrial Wastewater Treatment, Recycling, and Reuse


          Table 9.6 Operating parameters
          Sr. No  Parameters             Unit              Value
                                          3
          1       Recirculation flow     m /h              35-45
                                          3
          2       Module air flow        m /h              12-15
          3       Feed pressure          psi               7.0
          5       Average membrane flux  LMH               31.0
          6       Physical cleaning      One minute rest time after every 10-minute
                                           service cycle
          7       Chemical cleaning      Once per week with HCL 0.5% and sodium
                                           hypochlorite 1000 ppm



          limit, but poor TKN reduction was achieved. In the first step, BOD gets
          degraded to form CO 2 and ammonia, and the ammonia formed in the first
          step and excess ammonia in the feed is supposed to be oxidized to nitrate by a
          nitrifying culture. But this did not happen, possibly because of the high
          incoming COD load. Generally, the growth rate of nitrifying autotrophs
          is considerably lower than that of carbon-reducing heterotrophs. Inhibition
          or elimination of the autotrophs by these interspecies competition usually
          leads to a decrease in nitrification efficiency or even to a process failure
          (Okabe, 1996). Also, the formation and presence of free ammonia in the
          system is validated by an increase in pH and alkalinity values of the product
          water.
             It was important to address the issue of a lower TKN reduction for a lon-
          ger sustainable biological process. The issue was overcome by the following
          modification in the biological process.


          9.11.1 Two-Stage Bioreactor for Nitrogen Handling

          Biological reactions take place in a bioreactor, and the sludge formation is
          dependent on the characteristics of feed wastewater and its constituents.
          In the present case study, the feed water had high TKN values, and therefore
          the biological reactions do not get completed because of the incomplete oxi-
          dation of nitrogen.
             In the biological process, the nitrogen conversion takes places in the fol-
          lowing steps (Metcalf & Eddy, Inc., 2003).
                                     Bacteria
              COHNS + O 2 + Nutrient   ! CO 2 +NH 3
                                        +C 5 H 7 NO 2 + Other end products
                                            New cells
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