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~.. <br />.- .~ ~..-_4d;=:y.a.-.wy~~_r~.:~~ti..as-^•.'-.:--szz'~~...:.e.`y - ~:..~'- __ -..--.~,-...-.__- <br />.. ._. •-- .- ___. _. -, ~..y..- <br />- _.~_T'-. _.~i~~ .F~ <br /> <br />HYDRAULICS ~~ So ~ ~7 <br />HYDRAUL/CS OF CULVERTS ~r Z Pt~w ! ~: ZS•S~ai /Is <br />I <br />~ drys <br />! <br />t~t,n loayeaz Hr/= i.z(x~s5= ~fi. <br />3 <br />sigh, a larger size <br />:sible headwater. <br /> lea lo,ooo <br />e,ooD a (11 <br />lOSS COEFFICIENT K <br />enter Fig. 4-22, lee FOR VARIOUS ENTRANCE (2) <br />a cori[r01. If the 1e6 ° 00° <br />7.oop TYPES B• <br />(3) <br />is assumed to be 144 4 U00 ~' EMPwNCE 9. e• <br />COEFFICIEM <br />3CAIE <br /> <br />132 <br />3 000 p <br />TYPE <br />° 6. <br /> <br />farts. For other <br />Izo <br />. 111 x.°d_ell, q.ed9e: e•fnd OS ~ °_ <br />s,X;a.enl°,m,n,leral <br />d by the formula o z,ooo <br />d Jep 4. <br />1]1 Mib•ed m°ode•m re Joq 6.T 4 <br /> 106 u YF]7 ProjMi°9l.e~191 09 3' <br />/ ~~ <br />~ <br /> <br />96 1,000 <br />i . <br />3. <br />], <br />-' •' (14) ~ WD Te ur xeb l9mlb v~°xa <br /> 64 600 Fem°°1°IIT 1°xeb lR iFen 2. <br />r°{pM indeed line ~F•ee9F <br />~ <br /> soo oe°daxel... e. ,..°•,.°• <br />;II.,,.exd. z <br /> soo . z. <br /> re <br />300 - <br />~ l e <br /> S <br /> <br />60 LL PDD I.3 1.3 t/eP <br />rf <br /> c V <br />< .. <br />~ It=~ <br />ult for the Man- 0 64 ~ IDO o <br /> <br />e . <br />m eo <br />_~ 5 ~__ ~~ <br /> <br />ondition desired. <br />~ _ <br />O -~ <br />so ~ ~°°Y~L( <br />- _ a I.o I.o <br />- - - <br /> e 4z o so „ <br />..o <br />~ <br />~ds the allowable, 4D p~ <br /> <br />Teadwater depth. <br />0 <br />3B s o4..1o1-.e in._. x. u <br />a_TOd. a 9 <br />gated stttl ~° ]3 zo ------------ ° .e .s <br />J.~maller size ~`°I° "'" ""~ _ <br />o• e <br /> p <br /> o m la ~.o x. <br /> <br />be economical to ~ <br />9 2T 10 121 1.0 d.0 .T ,T <br />1]I 1.1 .. <br />z results. Check o <br />24 ° ~T <br /> m 6 <br /> <br />Ictural Plate Pipe O <br />L <br />PI 3 <br />4 <br />'e .e <br />.ed in Table 4-11 `o s .a <br />r with the come- ~ <br />o le <br />parr of the Fed- '^ z <br />in 1963. <br />s <br /> 19 s <br /> Lo <br /> HEADWATER DEPTH FOR <br /> - Iz CORRUGATED STEEL PIPE CULVERTS <br /> WITH INLET CONTROL <br />discharge. Ob- <br />hich do oat waz- <br />for less critical <br />is is a matter of <br />er. But, whatever <br />tionale presented <br />Fig. <br />419. p <br />Lo <br />r; <br />lnfet contra! nomogroph <br />5 ~anD pre/esably tD nanmon <br />gmum of 1 <br />e ulrln n0 SlatiC <br />Q g Curar e rec ommend keeping h 0 <br />o <br />. <br />maa <br />/ <br />n the design d]s- titan t.o. <br />~i1?: <br />i <br /> <br />1; r <br />\T. <br />I .. i <br />~i 1 :~c~ <br />~f f <br />1; <br />1. <br />I ,~, <br />~ ~'I <br />.) , <br />_, ~ _ <br />- a::.-,Y-=~aar'S.~:s-^%'cxs~a--a'z :..-"'" _'=ra~-_~•sa ~-~-'z~x.-e= - -.-~c°crreP::.----.--,._ - <br />p:':- ~v,a'.'LT+-'^.-w~~L ~ i~~-r~~.i!' i'rr •y"xi,y:?~•S+icG-~.3-'T<'_r;:f+~L`'!(~"t-"~'-~~+w ±: i:~. <br />1~ TY_s `~- .i. .s 4~10~~Y~1ny-RPR ~ ~yf~,.~ui- _7G~ ___ I~• ._- ~A ~_~fE~~ ~ _ <br />