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<br />• <br />N <br />~' <br />N <br />y <br />Table 100 <br />Temporary Diversion Structure Specifications <br />i w On ° <br />a Y" <br />3 ° R 'A Y x$^ R w` a a 8 $ R °° 9 Y o„ ~$°$~ •°~ n <br />°O' <br />°` <br /> <br />,4 <br />da <br />° d~a~~a° <br />- <br />- <br />-- <br />a <br />d <br />'I <br />'- <br />-;-; r <br />~--- <br />~-~ <br />- <br />-- a <br />, <br />; <br />,~ <br />, r~ ~ rte T, <br />, <br />~Tr i <br />, <br />r <br />T, <br />l <br />, r, <br />rr <br />;T AT <br />;e a ,/ , <br /> e <br />L/ / O <br /> U .2 .1! <br /> <br />ro t <br />- ,, <br /> f ~ <br />e - co <br /> <br />/s <br />~~ <br />o <br />- <br />- „ <br />oe <br />~ <br />_ <br />se <br /> <br />4~ ~ <br />- ° °• ~° <br /> P ~ t <br />~ ~~ <br /> <br />9 , <br />- Es io <br /> <br />_ ~° <br />9 <br />rS <br />~ , <br />/ <br />t Ut <br /> <br /> <br />c <br /> <br />'L _ <br /> <br />^ <br />ro <br /> <br />- <br />- c, <br />~ t <br /> <br />~ o° <br />- re <br />e ~ <br /> <br />~ - <br /> <br />i ~~~ <br />- <br />9~ <br /> <br />° ' ./s <br />~ Oa5 ~ /t <br /> <br />/ <br />~ <br />001 <br />S p <br />~ <br />E _ U E/ <br />to <br />~ ~ <br />F 11pS,L CURV sc= f0 <br />, P . n- .oS a <br />~ <br /> 6 <br /> / n /a/E ~< Q I~ r' ~ 05 <br />t3 EoEG ' iP' a <br /> <br />i <br />o Eo oe <br />Pf~ <br />: <br />f <br />. EE/ O o <br /> t 5~ ~ et! <br /> me <br /> of <br /> oECr (n <br />DS b/ <br />Notes: <br />3 ~ ! G 7 Elio <br />(1) Chart is based on Manning's equation: <br />V = 1.49 R 2/3 S 1/2 <br />n <br />(2) For natural earth lining, no vegetation use n = 0.025 <br />rE0 Alf IP/ SOU LM lm <br />~--r <br />° °o °o Ao ° ° ° ° <br />Reference: "Design Charts For Open-Channel Flow" -Hydraulic Design <br />Series No. 3 - U. S. Department of Transportation - <br />Federal Highway Administration. <br />780-152 <br />• <br />