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Project_Examples_2011_SOLUTIONhandout

# Project_Examples_2011_SOLUTIONhandout - Solution A =...

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Solution A = 0 . 0004301 m 2 α HEM = 0 . 9963 α LM = 0 . 9269 β = 0 . 9963 D = 0 . 0234 [m] δ = 0 . 0001463 [m] dpdz exp = - 6980 [Pa / m] dpdz fric,go,MSH = 14839 [Pa / m] dpdz fric,LM = 5409 [Pa / m] dpdz fric,LM,go = 5409 [Pa / m] dpdz fric,LM,lo = 5409 [Pa / m] dpdz fric,lo,MSH = 55 . 08 [Pa / m] dpdz fric,MSH = 7094 [Pa / m] dpdz grav,LM = 728 . 4 [Pa / m] dpdz grav,MSH = 728 . 4 [Pa / m] dpdz HEM = - 9879 [Pa / m] dpdz HEM,acc = 0 [Pa / m] dpdz HEM,fric = 9831 [Pa / m] dpdz HEM,grav = 48 . 81 [Pa / m] dpdz LM = - 6138 [Pa / m] dpdz MSH = - 7822 [Pa / m] dpdz W allis = - 4063 [Pa / m] err HEM = 41 . 54 [%] err LM = - 12 . 07 [%] err MSH = 12 . 06 [%] err W allis = - 41 . 79 [%] f go,LM = 0 . 01438 f lo,LM = 0 . 03399 f T P,HEM = 0 . 03399 G = 259 . 5 kg / m 2 - s G g = 65 . 81 kg / m 2 - s g grav = 9 . 81 m / s 2 G l = 193 . 7 kg / m 2 - s G MSH = 7553 [Pa / m] μ f = 0 . 001307 [kg / m - s] μ g = 0 . 00001772 [kg / m - s] ˙ m g
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