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<br />• RZP-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 S9. FT. <br />WETTED PERIMETER FT <br />HYDRAULIC RADIUS = A/P <br />SAGE POND N0, 1 <br />10.00 ~ ~ 1pS~ 1.00 <br />3.00 YKfR+t•~~~+G~S tl.=.o~s~tsOSO 0 40 0 <br />0.100 ~ __ 62.4 <br />0.040 ~ Fob H~-iG.~~/T2 R\P Qh~ _ 42° <br />0.500 ® FoQ,~N•.\J g~0~~..oP3_ 5.71 ° <br />5.75 5 P~ Pic. a2M.~1 ~ 2~P ¢h4_ 2_5 <br />13.16 <br />0.44 <br />9=CFS 38.99 <br />VELOCITY FT/SEC 6.78 <br />•.CH3aL Fv'2 ct~.fTr+NR ~oTCb~ ~R'3\Ui~ <br />-- ^T-' ' a'_d... s 3.12 <br />2r ~Srr _L~O.S'O <br />SF~, ca-..a z-'~.'-~ 1 .228 = , <br />3~ w 6 Y~ Rb Th~~ <br />C <br />'? . 3 7 <br />-- ~~~-`- - o.l(o~d.5-- - <br />0.53 <br />_- ~~ sG - 5..~ t7so _ - _ <br />8 = ZPc.~ ~ r o ° <br />_LzS,~,oti 4re~N~ 35.023 <br />tiTMI~ <br />-- - -~--\ ~- S~v h 0.440 <br />~-~ = 1'9. <br />Z <br />. i ~ oC + T r°ni <br />SPs 1.305 0~- <br />(~,' Tft?1~ tS~NCI Cos '~• <br />• <br />~=TR~1 \J = ~/3 ~ 15.435° <br />--_- _ - M <br />6.995 <br />1.320 <br />0.100 <br />0.701 <br />O.b53 <br />0.654 <br />0.39b <br />0.259 <br />~-~iq~ <br />_ _ _ _ _ _ ~l <br />