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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />QI~--11m ~ <br /> <br />Q3/ <br />PLAN <br />USE EQUA TION 6.1 <br />KJ = 0.05 03 <br /> <br />0lV1 <br />- <br /> <br />.' <br /> <br />.- <br />. <br />,. <br /> <br />.' <br /> <br />O2 V2 <br />J . <br /> <br />< <br /> <br />.~. - <br />...;:."," t...-. <br /> <br />O2 V2 <br /> <br />SECTION <br /> <br />eO <br /> <br />03 <br />\ <br /> <br />22 1/2 <br />45 <br />60 <br />90 <br />NO LATERAL <br /> <br />CASE 1 <br />INLET OR STRAIGHT THROUGH <br />MANHOLE ON MAIN LINE <br /> <br />QIVI <br />- <br /> <br /> <br />PLAN <br /> <br />USE EOUA TION 6.5 <br /> <br />OIVI <br />- <br /> <br /> <br /> <br />o <br />3 SECTION <br /> <br />CASE III <br />MANHOLE ON MAIN LINE <br />WITH e BRANCH LATERAL <br /> <br />O2 v2 <br /> <br />- <br /> <br />O2 V2 <br />- <br /> <br />OIVI <br /> <br /> <br />O2 V2 <br /> <br />.. <br /> <br />PLAN <br /> <br />USE EQUA TION 6.5 <br />KJ = 0.25 <br /> <br />TABLE 6-5 <br /> <br />Public Works <br />Department OA TC AUGUST. 1996 <br /> <br />CASE III <br />KJ <br />0.75 <br />0.50 <br />0.35 <br />0.25 <br />SEE CASE I <br /> <br />0lV1 <br />- <br /> <br />03/ <br /> <br /> .- <br /> , , <br />~: , <br />. <br />., .. <br /> <br />O2 V2 <br /> <br />- <br /> <br />. ~'. ", <br /> <br />SECTION <br /> <br />CASE II <br />INLET ON MAIN LINE <br />WITH BRANCH LA TERAL <br /> <br />I D ~==[=2~V2 <br /> <br />PLAN <br /> <br />USE EOUATION 6.1 <br />KJ = 125 <br /> <br />01 <br /> <br />.,. <br /> <br />., <br /> <br />...: <br /> <br />, <br />.. <br /> <br />O2 V2 <br />- <br /> <br />" <br />. <br /> <br />; .- . ~.' <br /> <br />SECTION <br /> <br />CASE IV <br />INLET OR MANHOLE AT <br />BEGINNING OF LINE <br /> <br />MANHOLE JUNCTION LOSSES <br /> <br />SCALE N. T.S. <br />