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• 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 SQ. FT. <br />WETTED PERIMETER FT <br />HYDRAULIC RADIUS = A/P <br />WEST PYEATT N0. 2 <br />14.00 bs-o (iCr,_.._, 1.5 <br />3.00 r.nw.~~e.a'Sh..,OiFiSoq~V -0.042 <br />0.100 -1~ 62.4 <br />0.042 -~ r+va- 1'Y~-bv~H¢ ~\P-ahP 42 <br />0.730 _ ~ rroR.. 'btt : \J ~\o.~.oppc 5 . 71 <br />11 .82 spec~t-~G Oa.nv\~., ¢\P_ ep-p 2. 5 <br />18.62 <br />0.63 <br />B=CFS 97.92 <br />VELOCITY FT/SEC 8.29 <br />CK Bsc Fog Ca~+~t.+e+~_ ~pTcow. 6Th0~t'\'aV <br /> <br />4.56 <br />L~^' <br />coy tr -t^.a~ <br />• SFp s~\aA -r Y1.pTh~iCp 1.257 <br />CN~+L EbQ. ny~Jy'M~Zi_ R14t-V~ ~T~nB~~'iT~/-A~so~e \ar~wRw~. r\„p...7 '~~~ <br />^'.»nx ~ o_Z1e ~dl s4______,_ 3_46 18.435° <br />ti ~ 2~ 'P'""vt~r 0.995 <br />7f LSG-i~ Dsa 0.52 1.356 <br />~~ coy 'k <br />B ~ ~~ z"p ~ b~r~ 34.349 ~ <br />ti ~~ <br />~~ d ~~ ~+ b\~+C7~t8~1 0.426 <br />'Z J <br />SF a nos d- +Td'tri~ <br />/l.~ TTi ~ t SAN /( CAyB <br />• <br />1.326 per, <br />t_ <br />0.100 <br />0.683 <br />0.644 <br />0.854 <br />0.383 <br />0.261 <br />~'~S <br />-7~/S~9/ <br />