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<br />TART,F 22 <br />~Z,%~T"`P SIZING DIPH <br /> uc la,ooo <br /> 1ee , e,ooo 1055 COEFFICIENT K< < 1~ <br /> FOR VARIOUS ENTRANCE ( 21 <br /> lee e,aoo TYPES 6. <br /> lpop (3I <br /> 1•• •,o00 11W fNT1~NCE <br />SUIE <br />I S. fi. <br /> r.rF COFEFIC <br />ENT <br />G <br /> - 01 1.000 fi, <br /> m e.ee..n. w. rave. w Fna o.3 <br />~ <br /> @O • 1wrN...nlwwyre lL 7 <br /> <br />e <br />1.000 <br />aese <br />•. . <br /> ' IOe ~ O1 we•MNaMIw.eNaw. O7 <br /> 0 111 helwurylrw lJl 0.9 1. •• <br /> 9e i 1,000 !. <br /> •~ e00 ]. <br /> Teu rrder]I •. pl ersierr <br /> N e00 4riwvWnNUeNULeee <br />2 <br /> <br />100 .~a•r ere~••e e.. Nr.r9n <br />w . <br /> De. Orr r. <br />e• <br /> •00 .ne.rra .c. <br />1 <br /> T2 ' 1. <br /> ~ 300 L) <br /> • I.s <br /> ~ 3 <br /> c <br />60 <br />^_ zoo <br />I <br />I.1 <br />I.1 <br /> ~ Y <br /> 1• Q _ <br />• ~ • LOO c <br /> ~ e_` ° e0 O <br /> <br />. V <br />_ _ <br />c <br />Z. <br />~~~~l.rr=L( ~ <br /> ~ ` -~ IO I.0 <br /> •2 10 S _ _ <br /> O <br />e0 <br />FKJIa9lE 0 <br />- <br />I.0 <br />- <br /> c 30 Oiam.(DI••ern.•all ~ '9 <br /> c 5i 0• TOll3/]re 3 0.9 <br /> 3l 10 _____-______ o <br />0.0 <br />O.B <br /> Lwe 3 llw = <br /> 30 11) O B <br /> I.0 u 91r <br /> ]1 10 I]1 Le a0 <br />~ ~ t]I 1.1 as 0.7 0 7 <br /> e <br /> m 2• 0.7 <br />a e <br />e <br />V e <br /> b L1 • 0 6 0.6 <br /> Q 1 0.6 <br /> 0 <br />le <br /> A 1 <br /> le C.3 <br /> I.O 0.3 <br /> HEADWATER DEPTH FOR <br /> ~ <br /> `- 11 CORRUGATED STEE L PIPE CULV ERTS <br /> WITH INLET CONTR OL <br />FHWA HEC 5 <br />From "Handbook of Steel Drainage and Highway Constr,:ction Products" <br />2.05-15 <br />~~' <br />/~~ ~) ~ Q <br />