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~ U~/~ii~1A~~ ~ JLWLKHVL - <br />• <br />1000 <br />goo <br />eoo <br />700 <br />600 <br />HYUKHULI~ l.Ul~lrU IHi IuN-~ <br />v <br />EXomra/e:- Given discharge . Q = 4.Q c. f. s. <br />s/ape of 0.0060 pe.- foot <br />Find diornefer /S inches anc/ <br />ve /o ci fy of 3.5 ff per second, <br />by {o//owing dashed /ii~e. <br />500 <br />aoo <br />300 <br />• <br /> <br /> 200 .0001 2 <br /> 120 y .0001 O _ ' <br /> l Z . . <br /> l <br />loe .oooz o <br /> " <br /> 98 <br />90 <br />.0007 -.0002 W ~ ' <br /> ~ <br /> 100 84 .0004 000] <br /> 8 . <br />rN\ 80 N 72 .0006 0004 3 ~ <br />~ W 66 'n W <br /> 70 = 60 O .0008 .0006 0_ <br />•~ 60 Z 54 O .0010 .0008 ~ <br />.. <br />~ - ~ O . <br />{- <br />. <br />I 50 48 C .0010 <br />O , <br />W <br /> / <br />I 4 W <br />~ 40 Z d 2 .0020 C X !L <br />Z~ 3B O .0030 <br />/ <br />•0020/ <br /> lL ? <br /> 30 Z 33 .OOdO .0030 ~ 5 <br /> 30 <br />0040 li <br />t <br />i O W <br />0_ .0060-x <br />.0080/` _' <br />0060 ~ <br />.I . <br />W 5 <br />.Q J <br />-o e o o_ . <br />, <br />Lk - <br />1 O zl ~ s^r <br /> - <br />7 ;. <br />~1 = <br /> 10 W IS .0300 0200 - Q ~ - ~ _ - <br /> _ <br />9 ~'/ -0400 .030C <br /> ~ <br />7 - 1u <br />~ Q <br />12 <br />.0600 <br />-0400 9 - <br /> 6 ~ ~ .0600 .0600 10 <br /> S/ 10 .1000 -,0800 <br />II~ <br /> .1000 - - ~ - - <br /> 4 e Iz ~ - <br /> • 13 - <br /> 3 6 I4 <br /> <br />z NOMOGRAPH FOR ~ .. . - <br />COMPUTING REQUIRED SIZE OF ~ -- <br />GIRGULAR DRAIN, FLO~YING FULL-. - - ~ ~ . <br />1 - n=0.013 OR 0:015 - . <br />c9 - - _ <br />n8 - ~ - -_ - <br />Ada pfcd {rum Engineering Manual ~ h/o~ Depor}m enf~ Corps ofEngineci-s~ <br />Po.-f~lllll, CXoa! /. D~ /9~'S - <br />