Question
Fresh water flows horizontally from pipe section 1 of cross-sectional area $A_{1}$ into pipe section 2 of cross-sec tional area $A_{2}$. Figure $14-52$ gives a plot of the pressure difference $p_{2}-p_{1}$ versus the inverse area squared $A_{1}^{-2}$ that would be expected for a volume flow rate of a certain value if the water flow were laminar under all circumstances. The scale on the vertical axis is set by $\Delta p_{s}=300 \mathrm{kN} / \mathrm{m}^{2} .$ For the conditionsof the figure, what are the values of(a) $A_{2}$ and (b) the volume flow rate?${ }^{\infty} 69$ A liquid of density $900 \mathrm{~kg} / \mathrm{m}^{3}$flows through a horizontal pipe that has a cross-sectional area of $1.90 \times 10^{-2} \mathrm{~m}^{2}$ in region $A$ and a cross-sectional area of $9.50 \times 10^{-2} \mathrm{~m}^{2}$ in region $B$. The pressure difference between the two regions is $7.20 \times 10^{3} \mathrm{~Pa}$. What are (a) the volume flow rate and (b) the mass flow rate?
Step 1
This implies that the areas of the two pipe sections are equal. Therefore, we can write $A_{1} = 1/\sqrt{16}$. This gives us the area of section 2, $A_{2} = 0.25 \, \text{m}^{2}$. Show more…
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Fresh water flows horizontally from pipe section 1 of cross-sectional area $A_{1}$ into pipe section 2 of cross-sectional area $A_{2 .}$ Figure $14-52$ gives a plot of the pressure difference $p_{2}-p_{1}$ versus the inverse area squared $A_{1}^{-2}$ that would be expected for a volume flow rate of a certain value if the water flow were laminar under all circumstances. The scale on the vertical axis is set by $\Delta p_{s}=300 \mathrm{kN} / \mathrm{m}^{2}$ . For the conditions of the figure, what are the values of (a) $A_{2}$ and $(\mathrm{b})$ the volume flow rate?
Fresh water flows horizontally from pipe section 1 of cross-sectional area $A_{1}$ into pipe section 2 of cross-scctional arca $A_{2}$ Figure $14-52$ gives a plot of the pressure differcnce $p_{2}-p_{1}$ versus the inverse area squared $A_{1}^{-2}$ that would be expected for a volume flow rate of a certain value if the water flow were laminar under all circum stances. The scale on the vertical axis is sct by $\Delta p_{s}=300 \mathrm{kN} / \mathrm{m}^{2}$. For the conditions of the figure, what are the values of (a) $A_{2}$ and (b) the volume flow rate?
Water flows through the horizontal pipe shown below: At the point labelled 1, the velocity of the water is 3 m s⁻¹, the pressure is 125 kPa, and the cross-sectional area is 8.0 × 10⁻⁴ m². At the point labelled 2, the cross-sectional area has increased to 2.4 × 10⁻³ m². The fluid velocity is always low enough that the water may be treated as non-viscous and the cross-section of the pipe increases slowly so that the flow is always laminar. [The density of water is ρᵡₐₜₑᵣ = 1000 kg m⁻³.] 15. What is the volume flow rate of the water at point 2 (in m³ s⁻¹)? (A) 1.2 × 10⁻³ (B) 2.4 × 10⁻³ (C) 3.6 × 10⁻³ (D) 4.8 × 10⁻³ (E) 5.2 × 10⁻³ 16. What is the pressure at point 2 (in kPa)? (A) 52 (B) 96 (C) 107 (D) 125 (E) 129
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