Fluid Mechanics

JEE Main level, numerical answer, medium

59 of 192

Question 59 of 192

A liquid of density 750kgm−3750kg{m}^{-3} flows smoothly through a horizontal pipe that tapers in cross-sectional area from A1=1.2×10−2m2{A}_{1}=1.2\times {10}^{-2}{m}^{2} to A2=A12{A}_{2}=\dfrac{{A}_{1}}{2}. The pressure difference between the wide and narrow sections of the pipe is 4500Pa4500Pa. The rate of flow of liquid is _____ ×10−3m3s−1\times {10}^{-3}{m}^{3}{s}^{-1}.

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Answer: 24


From the equation of continuity,
v2=2v1{v}_{2}=2{v}_{1}.
Applying the Bernoulli's Theorem,

P1+ρv122=P2+ρ4(v1)22{P}_{1}+\dfrac{\rho {{v}_{1}}^{2}}{2}={P}_{2}+\dfrac{\rho 4{\left({v}_{1}\right)}^{2}}{2} ⇒P1−P2=3ρv122\Rightarrow {P}_{1}-{P}_{2}=\dfrac{3\rho {{v}_{1}}^{2}}{2}
⇒4500=3×750×v122⇒v1=2ms−1\Rightarrow 4500=\dfrac{3\times 750\times {{v}_{1}}^{2}}{2}\Rightarrow {v}_{1}=2m{s}^{-1}
Now volume flow rate,
Q=Av1=1.2×10−2×2=24×10−3m3s−1Q=A{v}_{1}=1.2\times {10}^{-2}\times 2=24\times {10}^{-3}{m}^{3}{s}^{-1}

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