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~ GH ART 5 <br /> ' <br /> Iquno <br /> Ino I (~ ) <br /> I noon <br />' LXnMPLE <br /> lea ` IZ ) <br /> 156 5,000 D~S~, .r.+n.+i]U l!!n - 6. <br /> 5,000 D. ec dt ($ ) <br /> 144 4 000 <br />' - 5. 6. <br /> uw <br />ux <br /> 132 3,000 o Ilterl _ 5, 6. <br /> ~ PI l.B Sa -4. <br /> 120 ~i <br />2,000 <br />t~7 2J 6.] <br /> <br />- <br /> <br />4, - 5. <br /> n l]1 2.2 6I• <br /> IOB u 3. - 4. <br /> • D .~ 1!u <br /> 96 > I,000 3 <br /> I - 3. <br /> <br />n B~10 <br /> 64 ~ 600 2 . <br /> 500 <br />- <br />_ <br />_ <br />__ <br />_ <br />_ <br /> 400 z - 2. <br /> T2 <br /> U' <br />~' 300 <br />I. <br />5 <br /> T <br />U Ul t <br />.J <br /> Z 60 Z 200 v~~'.%~ <br />/ /l - L5 - L5 <br /> + <br />E y W <br /> F <br /> 0 5q o_ w <br />- <br />-... <br />._ <br /> !- w 100 ~ a <br /> ~ <br /> w 46 ~ 60 <br /> ~ a <br /> J <br />~ <br />= <br />60 - <br />~ I. <br />0 <br />- 1 <br />0 <br /> ~ - 42 '~ 50 i <br />t- . <br /> '~ 0 2 - 1 <br />0 <br /> 0 40 ~~ . <br /> ~ - . 9 - .9 <br /> <br /> ' Ir" '36 30 HW SGALE ENTRn NGE ~ . <br /> w D TYPE ,- - .9 <br /> E <br />a <br />~~ 33 <br />.. PO <br />II ne oa.an <br />O <br />. <br />9 <br />-.B <br /> I <br /> ~ 3O Ijl M~b•ea le [enlorm W - 8 <br /> E to tleC! 2 <br /> U <br />27 <br />10 <br />to a, ole Urnp <br /> 0 T <br />,7 <br /> ~ <br />a 0 <br /> 7 <br /> z 2q . <br /> <br />~ <br />6 _ <br /> '" 5 <br /> To w! f<01< 12I Or I]I Or01tU - <br /> 21 4 tamoilr la an4 I11. lne - .6 -.6 <br /> + <br />fbo~pm ~ncl~n<a l~~< lnr ~~an <br />me <br /> 3 Dana 0 ualn n+er+e a .6 <br /> Jluflrl lea. <br /> I6 <br />5 L -L - <br />15 .5 <br />1.0 .5 <br />- Iz HEADWATER DEPTH FOR <br />G. M. PIPE CULVERTS <br />WITH INLET CONTROL <br />1W Vl nil u, ao O,iC nonDS +nl! n6f <br />FROM: Hydraulic Charts for the Selection of Highway Culverts <br />Hydraulic Engineering Circular N5 <br />U. S. Dept. Transportation FNA 1965 <br />t <br /> <br /> <br />