Water (density ) flows steadily through a horizontal pipe whose diameter changes smoothly from in the wide section to in the narrow section. A U-tube containing mercury (density ) is connected between the two sections, with the remaining parts of the connecting tubes filled with water. The mercury levels differ by . Take , 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 . Give the answer correct to two decimal places.
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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 supports Pa. The continuity equation gives , so . Bernoulli's equation for the horizontal pipe gives . Hence and . Ignoring the water in the connecting tubes (using only) would give a wrong speed of about m/s.
Question 2
Numerical answer
The gauge pressure in the wide section is . 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, Pa, the gauge pressure in the narrow section is 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: . Hence m 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 , with .
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