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• TABLE 22 <br />CL;i v= SIZING NOMOGRAPH <br />From "Handbook of Steel Drainage and Highway Construction Products" <br />2.05 -15 <br />ISO <br />10.000 <br />(I) <br />, e,DOO <br />1055 COEFFICIENT K <br />1ee <br />FOR VARIOUS ENTRANCE <br />(2) <br />15e <br />9,aoo <br />TYPES <br />G. <br />5,00p <br />(3) <br />144 <br />•.000 <br />Kw ENTRANCE <br />5. <br />6. <br />D }YrE COFifICIENT <br />- 132 <br />].000 <br />6. <br />111 NeeJ.ell, wrdee.w Entl 01 <br />. <br />120 <br />Swrrwr..nlwwre re lL <br />7. <br />S <br />_ <br />2,000 <br />Jese <br />�. <br />log <br />d <br />N Mw•MNaMlw.ew Jw. 07 <br />0 <br />131 helwurylrw lJl 0.9 <br />3. <br />7 •• <br />99 <br />i <br />1,000 <br />3. <br />V <br />900 <br />Teu rrderL •. pl ersi.rr <br />3. <br />N <br />900 <br />1r.r:wvean re uea rlL eee <br />2. <br />]00 <br />.aY .re•.e e•. r.r..9n <br />w De. Orr r. e• •n..rra <br />•00 <br />.c. <br />2 <br />t. <br />i2 <br />300 <br />Y <br />1.5 <br />c <br />60 <br />n <br />zoo <br />x <br />1.7 <br />1.3 <br />_ <br />j <br />7• <br />p <br />Y <br />_Y <br />Q <br />• <br />ao <br />90 <br />� <br />V <br />_ <br />L <br />�i.rrr =l <br />I,0 <br />I. <br />•2 <br />50 <br />6 <br />•0 <br />EXAMPLE <br />— <br />EO <br />5o 01- M.M.48ra••II c <br />c <br />)f <br />0.7011 /]re <br />0.9 <br />33 <br />20 <br />9 3 <br />_______ 0 <br />0.6 <br />0.6 <br />xrere IM• mw = <br />_ <br />30 <br />3 <br />08 <br />a01r <br />OJ <br />07 <br />27 10 121 1.0 e0 <br />01 1.1 �• <br />. <br />m <br />2• <br />0.7 <br />a <br />O <br />V <br />] <br />1 <br />0 6 <br />0.6 <br />T <br />21 • <br />O <br />] <br />0.6 <br />C <br />16 <br />A <br />2 <br />5 <br />C.5 <br />1.0 <br />0.5 <br />HEADWATER <br />DEPTH <br />FOR <br />�- <br />ix <br />CORRUGATED STEEL <br />PIPE <br />CULVERTS <br />WITH INLET <br />CONTROL <br />FHWA <br />HEC 5 <br />From "Handbook of Steel Drainage and Highway Construction Products" <br />2.05 -15 <br />