Page 59 - Chambal SR_2015-16
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Effluent & Waste                       waste management efficiency. One such effective
                                                              measure was ‘at source’ treatment of effluents and
                                                              recycling of treated effluents back into the process.
            the OutLOOK                                       We have incorporated the following recycling
            In the past few decades, fast-paced industrialization   processes  (which  are  regularly  upgraded) at  the
            in the developing world has failed to keep up     design stage itself:
            with an efficient effluent and waste management   •  Ammonia and urea process condensates are
            system. This disparity has worsened on account of   treated in ammonia and urea plants respectively
            inefficient waste management practices, inability   and recycled into the process after treating them
            to upgrade technology and failure to sensitize and   in the demineralisation plant;
            motivate citizens adequately. As a result, tens of   •  Turbine condensate is also recycled into the
            millions of urban poor who live in neighbourhoods   process after treatment in the demineralization
            are exposed to hazardous pollution, as a result of   plant; and
            which their health and general well-being suffers.   •  Boiler blow down water is reused as cooling
            The major concern is that despite advances in       water make-up.
            technology and innovative responses towards
            mitigating  the  threats  to  environmental  health,   Beside the above measures, the effluents generated
            notable deficiencies in implementation still persist,   from other points like seal water of pumps, steam
            and India is no exception in this regard. In fact the   traps and sample cooler drains are sent to the
            situation in India has worsened during the past   effluent treatment plant (ETP) where they are further
            decade. The lack of will and accountability among   diluted by other effluent streams. ETP also receives
            the industries particularly the small ones, and the   treated effluents from the DM plant, filter back wash
            gaps in environment laws are among the key reasons   water, etc. We have also set up a sewage treatment
            that environmental  threats  endangering  human   plant (STP) which treats sanitary waste-water from
            health and ecosystem welfare are on the rise.     the township and plant.


            OuR APPROACh                                      In the reporting year, 71 per cent of waste water
            Responsible effluent Management                   was recycled back into the system, and the balance
            We have in place elaborate policies, high technical   amount was used in the irrigation network within
            standards and a detailed guidance framework for   the complex. We do not use freshwater for irrigation
            managing effluents. In 2015-16, we continued to   or horticultural purposes. During FY 2015-16, we
            implement measures to achieve higher levels of    used 1203088 m3 of treated effluent water for


                                                       fy          fy           fy          Permissible
             Parameter                    unit
                                                    2013-14     2014-15     2015-16        Limits (mg/l)

             Biological Oxygen Demand    mg/ltr        9.4         9.0         7.1               30

             Chemical Oxygen Demand      mg/ltr       34.8        37.2         38.1             250

             Nitrate Nitrogen            mg/ltr        7.0         7.1         7.1               10
             Total Ammonical Nitrogen    mg/ltr        6.5         9.2         9.4               50

             Total Dissolved Solids      mg/ltr       1617       1548.3      1623.4            2100

             Total Kjeldahl Nitrogen     mg/ltr       23.7        23.6        36.4              100

             Total Suspended Solids      mg/ltr       72.1        70.6         72.5             100

             Table 7: Effluent discharge quality and their permissible limits



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