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.................................................................   Pump  Hydraulics


                the  difference  between  operating  the  pump  on  a water  service,  and  the
                operation  of  the  same  pump  on  either  a  viscous  liquid  or  on  paper
                stock.  With  viscous  liquids,  the  performance  gradually  drops  off to  a
               point where positive displacement pumps  have to  be introduced.
                On  paper  stock with  a  consistency up  to  3%, the  pump  will perform  as
                though  it's handling water.  Between  3% and  about  6%, the  adjustments
                shown  will  come  into  effect.  Above  6%  consistency  the  centrifugal
               pump  may require  some  modifications  depending  on  the  fluidity of the
               stock  and  the  ability  of the  system  to  deliver  it  freely  to  the  impeller.
               With  higher  consistencies,  a  positive  displacement  screw  pump  is
               usually used.

               Further  details  on  these  and  on  slurry  applications  (which  can  also
               include  a viscous component)  can be found in Chapter  8.



              2.5  Impeller  hydraulic  loads

               In  an  earlier  section  of  this  chapter,  we  identified  that  the  Best
               Efficiency  Point  (BEP)  is  the  most  stable  operating  condition  for  that
               pump  and  is  a  direct  result  of the  criteria  used  in  that  pump's  design.
               These criteria include the hydraulic loads that act on the pump  impeller.
               As  they  more  directly  relate  to  the  pump  bearings,  the  axial  hydraulic
               loads will be discussed in Chapter  7.2.
               The  radial  hydraulic  loads  however,  act  around  the  impeller  at  right
               angles to the shaft.  Single volute pumps  are designed in such a way as to
               balance  out  these  radial  hydraulic  loads  as  much  as  possible,  but  a
               resultant hydraulic force will impact the impeller on  a plane  at 60 ~ from
               the  cut-water,  as shown in Figure 2.12.  When  the pump  operates  at the
               best  efficiency  point,  this  force  is
               at  a  minimum.  However,  when
               the  pump  operation  moves  away
               from  the  B EP,  the  balance  of the
               hydraulic  loads  is  increasingly
                compromised  and  the  resultant
               force  can increase dramatically.
                In  larger  process  pumps,  where
                the  impeller  diameters  are  in
                excess  of  13  inches,  the  radial
                forces  are  balanced  out  by  means
                of  a  double  volute  casing  design.
               This  essentially  creates  an  equal
                and  opposite  action  of  all  the   Figure  2.12:  Radial  forces  in  single  volute
               radial forces around the impeller.   casing



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