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'7 <br /> A <br /> C_ <br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OO 0 0 0 0 0 0 0 0 0 0 0 � <br /> N N N N N N N N N N N N W W <br /> �—WN WW W W�W�W W�W WW WW WNW- W�N <br /> 0010 A 0 O OfOJ O 1JD.�UD,NUO,NWO,N—O oNO oNO o.N oNW0N—NO NJ UJN NN OJN ONJS N�ONN,tNo <br /> WWJ�NCD <br /> O q, 0Nc0n.N�Wn <br /> b <br /> Gravity full flow:water <br /> 100 <br /> 90 <br /> so- <br /> 70-70 <br /> 60 <br /> so <br /> 40 <br /> U 30 100,000 gpm <br /> p u; 25 75,000 gpm <br /> 20 50,000 gpm m 30,000 gpm <br /> is20,000 gpm <br /> 0 10,000 gpm <br /> 7500 gpm <br /> A' E e 5000 gpm <br /> v3000 gpm <br /> c 5 1000 gpm <br /> 4 800 gpm <br /> 600 gpm <br /> ^y 3.5 400 gpm <br /> 3 300 gpm <br /> 2.5- 200 gpm <br /> 100 gpm <br /> 1.s 50 gpm <br /> V 1 <br /> .01 .02 ,03 .04 ,05.06 .08 .1 .2 .3 .4 .5 .6 .7.8.9 1 <br /> _ (.01 R/100 2 3 4 5 6 7 8 910 <br /> \ R) (.1 ft/10o ft) <br /> 00001 R/ft) (001 R/it) (1 N100 R) (10 tt/100 ft) <br /> (.01 Rnq (.1 WO <br /> -4) slope(fU100 ft) <br /> Figure 9.17 Inside diameter versus flow rate ataven slope.pe. (From Driscopipe, 1988.) <br />