Handbook of Civil Engineering Calculations

(singke) #1

The load for this system could be divided among three, four, or more pumps, if de-
sired. To achieve the best results, the number of pumps chosen should be based on
achieving the proper head and capacity requirements in the system.



  1. Construct a system-head curve
    Based on the known flow rate, 80 gal/min (7.4 L/s) at 13-ft (3.96-m) head, a system-head
    curve can be constructed using the fact that pumping head varies as the square of the
    change in flow, or Q 2 IQi = H 2 IH 1 , where Q 1 = known design flow, gal/min (L/s); Q 2 = se-
    lected flow, gal/min (L/s); HI = known design head, ft (m); H 2 = resultant head related to
    selected flow rate, gal/min (L/s).
    Figure 19 shows the plotted system-head curve. Once the system-head curve is plot-
    ted, draw the single-pump curve from Fig. 17 on Fig. 19, and the paralleled-pump curve
    from Fig. 18. Connect the different pertinent points of concern with dashed lines, Fig. 19.
    The point of crossing of the two-pump curve and the system-head curve is at the re-
    quired value of 80 gal/min (7.4 L/s) and 13-ft (3.96-m) head because it was so planned.
    But the point of crossing of the system-head curve and the single-pump curve is of partic-
    ular interest.
    The single pump, instead of delivering 40 gal/min (7.4 L/s) at 13-ft (3.96-m) head will
    deliver, as shown by the intersection of the curves in Fig. 19, 72 gal/min (6.67 L/s) at 10-ft
    (3.05-m) head. Thus, the single pump can effectively be a standby for 90 percent of the re-
    quired capacity at a power input of 0.5 hp (0.37 kW). Much of the time in heating and air
    conditioning, and frequently in industrial processes, the system load is 90 percent, or less.

  2. Determine the single-pump horsepower input
    In the installation here, the pumps are the inline type with non-overload motors. For larg-
    er flow rates, the pumps chosen would be floor-mounted units providing a variety of


GALLONS PER MINUTE

FIGURE 19. System-head curve for parallel pumping.


Head,

m

FEETOFHEAD


TWO PUMPS


!SINGLE PUMP


SYSTEMCURVE

Free download pdf