Page 220 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
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190                       Applied  Process Design for Chemical  and Petrochemical  Plants

                  texing.  Since  the forces  involved  are  severe  in vor-   Total  Suction Lift  (as water at 70°F)  =  NPSHA  (calcu-
                  texing  the  vortex  breaker  must  be  of sturdy  con-   lated  for fluid system)  - 33  feet.  The vapor pressure  of
                  struc�i�n, firmly anchored to the vessel.        water at 70°F is 0.36 psia,
                8. Nozzle  size  on  liquid  containing  vessel  may  create
                  severe problems if  inadequate. Liquid suction veloc-   Example 3-3: Suction Lift
                  ities  in  general  are  held  to  3-6.5 feet per second.
                  Noz;le l�sses ar�  important to recognize by identify-   What is the Suction Lift value to be used with the pump
                  ing the exit design style  (see Chapter 2). Usually,  as   curves  of Figure  3-36A,  if a  gasoline system calculates an
                  a guide,  the suction line is at least one pipe size larg-   NPSH of 15 feet available:
                  er than the pump suction nozzle.
                                                                     Total  Suction  Lift  (as  water)  =  15  - 33  =  -18  feet.
                                                                   Therefore,  a pump must be selected which has a lift of at
                The NPSHA  available from  or  in  the  liquid  system  on   least  18  feet.  The  pump  of Figure  3-36A  is  satisfactory
             the  suction  side  of a  pump  is  expressed  (corrected  to   using an interpolated Suction Lift line between the dotted
             pump centerline)  as:                                 curves for 16 feet and 21  feet of water.  The performance
                                                                   of the pump will be satisfactory in the region to the left of
                NPSHA  = S  +  (p', - p'vp)  - hsL          (3-9)   the  new  interpolated  18-foot  line.  Proper  performance
                                                                   should not be expected near the line.
                NPSHA  = S  +  (Pa  - P,p)  (2.31/SpGr)  - hsL   (3-10)
                                                                      If the  previous  system  were  at  sea  level,  consider  the
                                                                   same  pump with  the  same  system  at an  altitude  of 6000
             Where p'a or Pa represent the absolute pressure in the ves-   feet.  Here  the  barometric  pressure  is  27.4 feet of water.
             sel  (or atmospheric)  on the  liquid surface on the suction   This is 34 - 27.4 =  6.6 feet less  than  the sea level instal-
             side of the pump.                                     lation.  The  new  NPSHA  will  be  15 ft  - 6.6 ft  =  8.4 feet
                P'  or P  represent the absolute vapor pressure of the   available.  Referring  to  the pump curve of Figure  3-36A it
                 ,·p
                       vp
              liquid at the pumping temperature.                   is apparent that this pump cannot do greater than 21  feet
                hsL  is  the suction line, valve,  fitting and other friction   suction lift as water or 12 feet NPSHR of liquid  (fluid).
             losses from the suction vessel to the pump suction flange.   Total  Suction  Lift  as  water  =  8.4  - 33  =  -24.6 feet.
                Smay be ( +) or (-) depending on whether static head   The pump curves show that 21  feet suction lift of  water is
             or static lift is involved in the system.             all  the  pump  can  do,  hence  the  24.6 feet is  too  great.  A
                This  available  value  of NPSHA  (of the  system)  must   different pump must be used which can handle this high
             always be greater by a minimum of two feet and preferably   a suction lift.  Such a pump may become expensive,  and it
              three  or more  feet than  the  required NPSH  stated by  the   may  be  preferable  to  use  a  positive  displacement pump
              pump  manufacturer  or  shown  on  the  pump  curves  in   for  this  high  lift.  Normally  lifts  are  not considered  rea-
              order to overcome the pump's internal hydraulic loss and   sonable if over 20 feet.
              the  point of lowest  pressure  in  the  eye  of the  impeller.
              The NPSH required by the pump is a function of the phys-   Example 3-4: NPSH Available in Open Vessel System at
              ical dimensions of  casing, speed, specific speed, and type of   Sea level, Use Figure 3-38
              impeller,  and  must be  satisfied  for  proper  pump  perfor-
              mance. The pump manufacturer must always be given com-   Conditions:  at  sea  level,  atmospheric  pressure,  Pa  =
              plete  suction  conditions  if he is  to  be  expected  to recom-   14.7 psia.
              mend a pump to give long and trouble-free service.
                                                                      Assume liquid is water at 85°F,  vapor pressure  ==  P,'P  =
                As  the  altitude  of an  installation  increases  above  sea
              level,  the  barometric  pressure,  and  hence  p'  a  or  Pa   o.s psia.
              decreases  for any  open  vessel  condition.  This  decreases   Assume tank liquid level is  10 feet above center line of
              the available NPSH.                                  pump,  then S  =  + 10 feet.
                Figure  3-36A  represents  a  typical  manufacturer's  per-   Assume  that friction losses have been calculated  to be
              formance curve.  The values of NPSHR given are the min-   1.5 feet,  hsL  =  l .5
              imum  values  required  at  the  pump  suction.  As  men-
              tioned,  good  practice  requires  that the NPSHA  available   Then:  NPSHA  available  = S  +  (P. -  P,,,) (2.31/SpGr)  - hsL
              be at least two feet of  liquid above these values. It is impor-   =  +  10 +  (14.7 - 0.6) (2.31/0.997)  - 1.5
              tant to recognize that the NPSHR  and Suction Lift Values   = 41.2 ft  (good)                      (3-10)
              are for handling water at about 70°F.  To use with other liq-
              uids it is necessary to convert to the equivalent water suc-   Note:  For  worst  case,  which  is  an  empt)'  tank,  "S"
              tion lift at 70°F and sea level.                     becomes S.v  on the diagram.
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