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O� .v�NpNNW WpWWWi,,,pw i,,,;,��,,�,,,�,wWwN^ ;vV VCOOo 0000O00000t0J "' m <br /> QU O�W OJo t��p�.���C.W g01�y W w�Q �. 00 _O WboNowcNowoNOJ.N1 J J JPNPtNi.Uln O C b <br /> • P dYlU,�1 O A Q gyp pi p¢ �p �p p. _ <br /> :r. P'M^����1 •Vq G?'�,.n 4it.A N 9�N. +J��U W .W.J�O�O�p�V.P tN.,j ONo W P�O p a,0.P w Q <br /> 100 GraVIV full liowc water ' <br /> 90 ' <br /> 80 <br /> 70 <br /> 60 <br /> s0 <br /> 40 <br /> D 30 <br /> 0 N zs 100,000 gpm <br /> T� m 20 75,000 gpm <br /> 50,000 gpm <br /> U n 15 30,000 gpm <br /> V1 20,000 gpm <br /> 4 10 ��...,. 10,000 gpm <br /> A A e 7500 gpm <br /> Vti Z v 7 5000 gpm <br /> (" a 3000 gpm <br /> 2000 gp <br /> 4 1000 m <br /> `i 3.s 800 gpm <br /> 600 gpm <br /> 3 400 gpm <br /> 2.s 300 gpm <br /> c7 2 200 gpm <br /> l.s 100 gpm <br /> 1 <br /> 50&Pm <br /> .01 02 03 ,oe .Os o6 .08 ,t <br /> (.01 tVloo 4) .2 .4 S ,6,7,8.9 1 <br /> 60001 Nm 6 N100 R) 2 3 4 5 6,7 8 910 <br /> ~ tool ttAU (1 MOO rt) <br /> Wit) <br /> V <br /> Slope(tt/100fp tolW (10HNooto(.1 <br /> o, Figure 9,17 Inside diameter versus flow rate at a given slope.(From Driscopipe, 1988: <br />