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C, <br />Table 3 <br /> RRRRR###RR#~RRlRRNRRR#Y~RR##RRRRRRRRRR#~R RRRkR######RR#RRVI#kRRRRRR#R4RRR4R <br /> I RIPRAP DESIGN SUMMARY TABLE I <br /> IR ##:#RRNRRR#RRRR#R###RRRRR#~#RR#R#R#iFNlR##RRRR RiFRRiiRRIfN##RRRR RRRRRRRkRI <br /> I I <br /> I C)IANNEL NO.e 7-2 f51) I <br /> I DRAINAGE AREA fAc): 495 I <br /> Ii #RARR#RRRRRRRRiRR#RRR#RRRRNRRRRRRRR###RRRRRRRRRRRRRRR#R#RR R A~R#RRRRRRI <br /> I GEOMETRIC PROPERTIES I <br /> I ____________________ I <br /> I SLOPE.: 0.151 I <br /> i POTTOM IJIDTH ff t)e 20 I <br /> I 2 fH:IV): 3 I <br /> I I <br /> I•###i#414##rtNrtR##R#RRRR##RR#####i##R#RR#RRRRkRR##R#R#R#k#RY RRRRN R#####I <br /> I HYDRAULIC PROPERTIES I <br /> I __._______.___.___._____ I <br /> I I <br /> I DESIGN EVENT: 10-VR. 24-HR I <br /> I DISCHARGE fcf s): 153 I <br /> I DEPTH (f t): 0.79 I <br /> I VEI.OC:I TV (fps): (3.66 I <br /> I AREA fs~ ft): 17.67 I <br /> I 7 <br /> ##i########!##RkNRRk#RRR#RRR#R#RR-R######}R#M###RRR*RRR#RRR#R4I <br />I######~N <br /> I . <br />RIPRAP DESIGN CRITERIA i <br /> I - I <br /> I I <br /> I PERCENT FINER SPHERICAL STONE I <br /> I 2V WEIGHT DIAM. WEIGHT 1 <br /> I (i nJ flbs) I <br /> I ...__.___.________.____________________________________________ _ I <br /> I lOfi 7.7 930.4 I <br /> I 50 ID 275.7 I <br /> I 7.0 9 34. ~ I <br /> I 10 6 10.2 I <br /> I ____________________.______________.________________________ _ I <br /> I I <br /> I DESIGN SAFETY FA(:TOR: 1.59 I <br /> I LAYER THICY,'NESS ff t): 2.5 I <br /> I Cli. DESIGN DEPTH (ft): 2.5 I <br /> I RIPRAP VOLUME fCY/LF) 3.3 I <br /> [ I <br /> R NNY.N#NNRR####RR###R##%R###~#~Y~##R~#R#####k#%RR###RRRRRRR#!R##R ##RRRN4R4## <br /> <br />