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Preliminary Treatment                                  25 to 50% of the incoming biochemical oxygen demand (BOD5),
                                                                 50 to 70% of the total suspended solids (SS), and 65% of the oil
          The objective of preliminary treatment is the removal of coarse   and grease are removed during primary treatment. Some organic
          solids and other large materials often found in raw wastewater.   nitrogen, organic phosphorus, and heavy metals associated with
          Removal of these materials is necessary to enhance the operation   solids are also removed during primary sedimentation but colloidal
          and maintenance of subsequent treatment units. Preliminary   and dissolved constituents are not affected. The effluent from
          treatment operations typically include coarse screening, grit   primary sedimentation units is referred to as primary effluent.
          removal and comminution of large objects. In grit chambers, the
          velocity of the water through the chamber is maintained sufficiently   In many industrialized countries,  primary treatment  is  the
          high, or air is used, so as to prevent the settling of most organic   minimum level of pre application treatment required for
          solids. Grit removal is not included as a preliminary treatment   wastewater  irrigation.  Primary  sedimentation  tanks  or  clarifiers
          step in most small wastewater treatment plants. Comminutors are   may be round or rectangular basins, typically 3 to 5 m deep, with
          sometimes adopted to supplement coarse screening and serve to   hydraulic retention time between 2 and 3 hours. Settled solids
          reduce the size of large particles so that they will be removed   (primary sludge) are normally removed from the bottom of tanks
          in the form of sludge in subsequent treatment processes. Flow   by sludge. Scum is swept across the tank surface by water jets
          measurement  devices,  often  standing-wave  flumes,  are  always   or mechanical means from which it is also pumped to sludge
          included at the preliminary treatment stage.           processing units.
          Primary Treatment                                      In large sewage treatment plants (> 7600 m /d in the US), primary
                                                                                                  3
                                                                 sludge  is  most  commonly  processed  biologically  by  anaerobic
          The objective of primary treatment is the removal of settle able   digestion. In the digestion process, anaerobic and facultative
          organic and inorganic solids by sedimentation, and the removal   bacteria metabolize the organic material in sludge,
          of materials that will float (scum) by skimming. Approximately



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