PrepRung

JEE Advanced 2021 Paper 1 · Physics · Fluid Mechanics, Elasticity and Surface Tension · medium

JEE Advanced 2021 Paper 1 Physics: Paragraph 3

Water (density 1000 kg m−31000\ \mathrm{kg\,m^{-3}}) flows steadily through a horizontal pipe whose diameter changes smoothly from 20 cm20\ \mathrm{cm} in the wide section to 10 cm10\ \mathrm{cm} in the narrow section. A U-tube containing mercury (density 13600 kg m−313600\ \mathrm{kg\,m^{-3}}) is connected between the two sections, with the remaining parts of the connecting tubes filled with water. The mercury levels differ by 5.0 cm5.0\ \mathrm{cm}. Take g=9.8 m s−2g=9.8\ \mathrm{m\,s^{-2}}, treat the water as ideal and incompressible, and assume the flow is streamline.

Question 1

Numerical answer

Find the speed of water in the wide section of the pipe, in m s−1\mathrm{m\,s^{-1}}. Give the answer correct to two decimal places.
Show answer and solution

Answer: 0.91

The pressure difference between the two sections is read from the manometer. Because the connecting tubes are filled with water, the difference in the mercury levels hh supports ΔP=(ρHg−ρw)gh=(13600−1000)×9.8×0.05=6174\Delta P=(\rho_{Hg}-\rho_w)gh=(13600-1000)\times9.8\times0.05=6174 Pa. The continuity equation gives A1v1=A2v2A_1v_1=A_2v_2, so v2=(20/10)2v1=4v1v_2=(20/10)^2v_1=4v_1. Bernoulli's equation for the horizontal pipe gives P1−P2=12ρw(v22−v12)=12ρw⋅15 v12P_1-P_2=\tfrac12\rho_w(v_2^2-v_1^2)=\tfrac12\rho_w\cdot15\,v_1^2. Hence v12=2×61741000×15=0.8232v_1^2=\frac{2\times6174}{1000\times15}=0.8232 and v1=0.907 m s−1≈0.91 m s−1v_1=0.907\ \mathrm{m\,s^{-1}}\approx0.91\ \mathrm{m\,s^{-1}}. Ignoring the water in the connecting tubes (using ρHggh\rho_{Hg}gh only) would give a wrong speed of about 0.980.98 m/s.

Question 2

Numerical answer

The gauge pressure in the wide section is 1.5×104 Pa1.5\times10^{4}\ \mathrm{Pa}. A thin vertical open tube is attached to the narrow section. Find the height, in metres, to which water rises in this tube above the axis of the pipe. Give the answer correct to two decimal places.
Show answer and solution

Answer: 0.90

Using the pressure difference found from the manometer, P1−P2=6174P_1-P_2=6174 Pa, the gauge pressure in the narrow section is P2=1.5×104−6174=8826P_2=1.5\times10^{4}-6174=8826 Pa. The open vertical tube is a static column of water connected to the pipe at that point, so the water rises until the hydrostatic gauge pressure at the base equals the static pressure there: ρwgh=P2\rho_wgh=P_2. Hence h=88261000×9.8=0.9006h=\frac{8826}{1000\times9.8}=0.9006 m ≈0.90\approx0.90 m. The tube measures static pressure only, because its opening is perpendicular to the flow and does not stagnate the stream. A tube facing the flow would rise higher by v22/2gv_2^2/2g, with v2=4v1=3.63 m s−1v_2=4v_1=3.63\ \mathrm{m\,s^{-1}}.
Report a mistake

Original question written in the JEE Advanced 2021 Paper 1 pattern and checked twice for the correct answer. Not an official question paper. How we write and check questions · Corrections policy · Report a mistake