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CHAPTER 8
1962 Guide And Data BooV
particular section of pipe may vary considerably from the average loss for the system due to the limitations of com mercial pipe sizes. For example, if the average friction loss ia 2.0 ft of water per 100 ft of pipe (240 milinches per ft), the actual friction las in particular sections of pipe may vary from 1.0 to 3.0 ft per-100 ft (120 to 360 milinches per ft).
One method of nring pipe is based on preliminary selec tion of a pump. The bead which the pump can produce is divided by the equivalent length of the longest circuit to obtain an average design friction loss.
The equivalent length of a system or circuit is the length
of pipe in series flow in the circuit, phis the length of pjpg
equivalent in resistance to the fittings and also the equip, merit in series flow in the circuit. For preliminary calculi, tion the equivalent length is sometimes assumed to be times the measured length.
Table 1 can be used for pipe sizing by this method. It provides the designer with a means for quickly relative effects, economic and otherwise, of various pumps oq the system in terms of pipe size.
After sizing the piping on the bad* of a preliminary design friction loss the actual friction loss at design rate of flov
FLOW OF VWTER fN GALLONS PER MINUTE
Lower teal* of chart is based on 20-deg temperature difference bofw--n flow and return risers. To And friction when feoiparatiw*
drop is oter tea 20 deg, multiply the octet b*of coaroycf by (20-i-actef trap, drop) and read the eotretpoodmg friction.
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