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Drainage Reports - 02/15/1996
Values of ‘‘ ;- . -“ ‘-S I00 90 80 70 60 50 40 30 20 /0 8 7 • .96 90’ 84 78’ 72 •or $0’ .54 •4r .42’ :jg. ‘36’ .33’ ‘JO’ 27’ •24 ‘.5- .zI’ •0. - -/6’ • :H. 6’ .000/ .0902 2- .0003 .0004 .0005 2.5- .0006 .0007 .0008 .0009 .00/ .00,2 3.5- .003 .004 .005 .006 4.5- .007 .008 .009 5- .0/. .02 6- 6.5- .03 .04 7- .05 7.5- .06 8- .07 :oa -I 6 5 4 3 I I .4- 2 -- - — .3 -- - — .5 -- - — -.6 - — -.8 I Fig. 15. Diagram for the solution of ICutter’s formula for circular pipes flow ing full.