Laserfiche WebLink
u= <br />Q= <br />A= <br />S= <br />K= <br />M= <br />c= <br />Y= <br />dc = critical depth = <br />Vc = Velocily al dc= <br />9= <br />TVJ = Tail water <br />L= <br />v= <br />n= <br />R = Hydraulic radius = <br />ka - <br />CULVERT ANALY�IS SPREADSHEET <br />_....._ ....�.._�.., . ._. <br />Flow for Augusta Woods. <br />14.00 cfs <br />9.34 ft^2 <br />0.005 fUfl <br />0.0083 <br />2.0000 <br />0.0379 <br />0.6900 <br />0.65 ft <br />4.56 ft/s <br />32.20 fUs^2 <br />1.00 ft <br />27.00 ft <br />1.50 fUs <br />0.035 <br />0.76 <br />0.50 <br />Form of Inlel Equalion (1 or 2) 7 <br />Is inle! MiVed (Y or N) N <br />Flow used for analysis <br />Full area available for how <br />Slope of pipe <br />Constanl used (or inlet control <br />Constant used for inlel control <br />Constant used for inlel conUol <br />Conslant used (or inlet coNrol <br />Calculate from nomograph or <br />solve using p^2'T/gA^3 = 1 <br />Gravity cnnstant <br />Calculaled tailwater or or (D+dc)/2 if gn <br />Length of pipe <br />Velocity of flow through full pipe <br />Mannings number <br />Use nomograph or solve using R= A/P <br />Enlrance loss coeKcient <br />