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<br />!I <br /> <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 <br />I <br />I <br />I <br />I <br />I <br /> <br />EXP ANSION/CONTRACTION <br /> <br />02 <br /> <br />[~~I <br /> <br />- <br /> <br />(01 EXPANSION (Ke) <br /> <br />e* <br /> <br />02 <br />- = 3 <br />01 <br /> <br />10 <br />20 <br />45 <br />60 <br />90 <br />120 <br />180 <br /> <br />017 <br />OAO <br />0.86 <br />102 <br />106 <br />104 <br />100 <br /> <br />02 <br />- = 15 <br />01 <br /> <br />0.17 <br />OAO <br />106 <br />121 <br />114 <br />107 <br />100 <br /> <br />e* <br /> <br />-- <br /> <br />* THE ANGLE e IS THE ANGLE <br />IN DEGREES BETWEEN THE SIDES <br />OF THE TAPERING SECTION <br /> <br />Jl4 <br /> <br />. <br /> <br />w <br /> <br />;.; <br /> <br />(b) PIPE ENTRANCE FROM RESERVOIR <br /> <br />V2 <br />BELL -MOUTH HL = 0.04 29 <br /> <br />(c) CONTRACTION (Kc) <br /> <br />SQUARE EDGE H L = 05 ~~ <br /> <br />02 <br />01 <br /> <br />_ L...- <br />I <br /> <br />GROOVE END U/S <br />FOR CONCRETE HL = 02~g2 <br />PIPE <br /> <br />City of <br />~reeley <br /> <br />Public Works <br />Department DATE, AUGUST, 1996 <br /> <br />- <br />(N<~ <br />~~ <br /> <br />Kc <br /> <br />o <br />OA <br />0.6 <br />0.8 <br />10 <br /> <br />05 <br />OA <br />0.3 <br />0.1 <br />o <br /> <br />,. <br />o <br />--! <br />LL <br /> <br />II~I <br />~ <br /> <br />STORM SEWER <br />ENERGY LOSS COEFFICIENT <br />TABLE 6-2 <br /> <br />SCALE, N. T.S. <br />