Difference between revisions of "Soal jawab mekanika fluida, munson, example 8.2 laminar pipe flow"
m |
m |
||
Line 2: | Line 2: | ||
[[File:Munson example 8.2.png]] (Ref. Fundamentals of fluid mechanics, Munson et. al., 6th ed., John Wiley & Sons) | [[File:Munson example 8.2.png]] (Ref. Fundamentals of fluid mechanics, Munson et. al., 6th ed., John Wiley & Sons) | ||
+ | |||
+ | === Terjemahan === | ||
'''Diketahui''' | '''Diketahui''' |
Revision as of 08:45, 10 April 2020
Contents
Studi kasus dan Terjemahannya
(Ref. Fundamentals of fluid mechanics, Munson et. al., 6th ed., John Wiley & Sons)
Terjemahan
Diketahui
viscousity μ = 0.40 N.s/m2
density ρ = 900 kg/m3
diameter D = 0.020 m
Ditanyakan
a) pressure drop (Δp=p1-p2), Q=2×10^-5 m3/s, l=x2-x1=10 m
b) θ saat p1=p2
c) Jika p1 - 200 kPA, berapa tekanan (p) pada x3=5m