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<br /> <br />• <br />• <br />RIP-RAP DESIGN <br />DESIGN CHANNEL <br />BOTTOM WIDTH FT <br />SIDE SLOPE H:V <br />CHANNEL SLOPE FT/FT <br />MANNING'S NUMBER <br />DEPTH FT <br />AREA S0. FT. <br />WETTED PERIMETER FT <br />HYDRAULIC RADIUS = A/P <br />9=CFS 21.55 <br />VELOCITY FT/SEC 5.09 <br />~., wQ ay.,Nt~a..aEt ~4Row~ ~csa4p~y.~ <br />---r~~-~''- --- 1 .42 <br />SAGE POND N0. 2 <br />10.00 -~ / ~1 0.50 <br />3.00 .-~IS+~-+~r.Cr S ~ ~ .oD'i= D~+-.~fO ._._-_..O - 035 <br />0.060 _~----- --- ------ 62 - 4 <br />0.035 _~} Poa M+G+s-~¢. ¢~y- Rho _ 4 2 <br />0.380 0 ~4 sw ~~ s.oob~.oQ2S 3.43 <br />4.23 s cbc.a.C o¢~ csv B.P -¢J'4P 2 - 5 <br />12.40 <br />0.34 <br />h~4 ' 2 \.~t" 0.64 <br />- ~ <br />2!( SG-9-) USe ---- i <br /> <br />SFg a CoSr Yh~.1~ <br /> 1.416 ALL <br /> 5\w~6+ Ry Z~R1[[~ <br /> <br />LM(L.t ibLGVJt1i~+~C_'OA'l~Y~ ~~ ~\'l~- /tbLV„v~Z .UN~lbg~~_~q~ ~____~~. <br />'T-«+t i ~c~Sc 2~d~et ------... - --1 - 08- ~/\ ~ -ivr+ ~L ~ N,y 18 - 435 <br /> K <br />r~. c Z\ " 0.998 <br /> K(bG' ~~ 0.49 1-448 <br /> 0 - 060 <br />a - erei \r COQ ~ <br />I <br /> ll Zs..a.c <br />~~,~'~ s"~~'_ <br />_ - <br />33.509 <br />0.662 <br />~,~ ~ ~ 1~ S\~a(T+B~I 0.388 0-601 <br /> l JJ <br /> <br />SP ~ G'S ~ t Tvtfi <br />fy TM+~ t 4\\+d. COyB <br />1-393 <br />0.854 <br />0.350 <br />0-264 <br />~'lD~ <br />~~~s/9~ <br />