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<br />Table <br /> -R##k###k-#-~R#R##4##1!-#-#}-RRk}•.~-R-#-R}##-}##--R-#R##~#--##-R}#}k-#R4### <br /> i RIPRAP DESIGN DUMMFlRV TABLE I <br /> <br /> I I <br /> I CHANNEL NO.: 31-2 I <br /> I DRAINAGE AREA fAc): B6 I <br /> I4-R#-}A#}####R###-i!~-#k-##-R###}#kk}-#--~-4#--R###}-####-k##-R ---###}}!I <br /> I GEOMETRIC PROPERTIED I <br /> I _______.._____________ I <br /> 1 SLOPE: 0.216 I <br /> i BOTTOM WIDTH (f t)e 12 I <br /> I 7. (H:IV): 3 I <br /> I I <br /> I#}RR#^#}##4###R####~k#### ###-}#k##}####-###R###k###R##-#--###-lk-##k##I <br /> I FIYDRAULIC PROPERTIES 1 <br /> t ____________________ t <br /> I i <br /> I DESIGN EVENT: 30-YR, 2.4-HR I <br /> I DISCHARGE (cf e): 45 I <br /> I D[PTFI f f t) : 0.425 I <br /> I VELOCITY ffps): 7.98 I <br /> I AREA fsq ft): 5.64 I <br /> I I <br /> I <br />I R######}R#-#-R####-~#-#R} <br />RIPRAP UE6IGN CRITERIA #R##-k###Nl#}--###}}}#}#######--RR-#--#-###L^I <br />I <br /> i - I <br /> I I <br /> I PERCENT FINER SPHERICAL STONE I <br /> I BY WEIGHT DIAM. WEIGHT I <br /> 1 (i n) (lbs) I <br /> I _._..___.______________.___ ___________________________________ _ 1 <br /> 1 100 27 950.4 I <br /> I 50 18 275.7 I <br /> I 20 4 54.5 t <br /> I 10 6 10.2 I <br /> I ----------------------- ----------------------------------- - I <br /> I t <br /> I DESIGN SAFETY FACTOR: 1.68 I <br /> I 1_AVER THICKNESS ff t): 2.5 I <br /> I C){, DESIGN DEPTH fft): 2.5 I <br /> I RIPRAP VOLUME fCY/LF) 2.6 7 <br /> I I <br /> <br /> <br />