Page 41 - Industrial Wastewater Treatment, Recycling and Reuse
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24    Industrial Wastewater Treatment, Recycling, and Reuse


          considered in primary treatment involve size based separation, by and large,
          involving physical driving force for effecting separation. They mainly com-
          prise screening, sedimentation, thickening, precipitations, centrifugation,
          cyclone separations, and filtration.
             In secondary and tertiary treatment stages, more advanced separation pro-
          cesses are used with huge variation in the nature of process and equipment.
          These processes include evaporation, distillation, absorption, extraction,
          adsorption, ion exchange, crystallization, cavitation, biological processes,
          and membrane separations. The separation processes employed here can be
          classified on the basis of driving force such as thermal driving force (distillation,
          evaporation, pervaporation) and pressure-driven processes such as membrane
          separation-microfiltration (MF), ultrafiltration (UF), nano-filtration (NF), and
          RO or electrical forces such as electrodialysis. Physico-chemical methods
          form the most important class of separation processes that play a crucial role
          in the area of wastewater treatment. These mainly include processes that
          exploit both physical and chemical reactions/interactions for effecting desired
          separation. This important class includes a wide variety of processes, such as
          coagulation/flocculation, extractions, reactive separations, oxidations, and
          cavitation. Separation processes such as adsorption and ion exchange also
          come into physico-chemical methods of treatment employing both surface
          forces and chemical/electrostatic attraction. Coagulation, adsorption, ion
          exchange, and some of membrane separations (ion exchange membranes)
          belong to the class of charge-based separations where separation is largely
          effected by neutralizing the charges and is specifically applicable for the
          removal of charged bodies/ions from the solution. Depending on the nature
          of the effluent, one or more separation processes are employed for meeting
          end objectives of discharge/water recycling/reuse.
             Figure 1.10 shows an analysis of the trends in the application of different
          separation processes in wastewater treatment, depicting the number of pub-
          lications made over last 40 years. It is evident that biological methods (aerobic
          and anaerobic-combined together) top the list, closely followed by individual
          physico-chemical methods such as adsorption, oxidation, membrane separa-
          tion, coagulation, ion exchange, extraction, and last, cavitation. From the
          analysis of the plots, the spectrum can be easily divided into two zones.
             Zone I: Corresponds to well-established processes in the area of waste-
          water treatment and where there has been continued interest both in terms
          of application and in process modification. This class incorporates processes
          such as biological processes, adsorption, oxidation, membrane separation
          processes, coagulation, and ion exchange.
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