Water flows through a horizontal bend in the (x, y)-plane and discharges into the atmosphere as a free jet as shown. Gravity acts in the z direction (perpendicular to the page). The pipe diameters are A₁ = 100 cm² and A₂ = 10 cm². When the Bourdon gauge reads Pgage = 15 kPa, the flow rate is measured to be Q = 5.0 L/s. Determine the head loss for this bend.

Water flows through a horizontal bend in the (x, y)-plane and discharges into the atmosphere as a free jet as shown. Gravity acts in the z direction (perpendicular to the page). The pipe diameters are A₁ = 100 cm² and A₂ = 10 cm². When the Bourdon gauge reads Pgage = 15 kPa, the flow rate is measured to be Q = 5.0 L/s. Determine the head loss for this bend.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Pressure and Stress

Question

Water flows through a horizontal bend in the (x, y)-plane and discharges into the atmosphere
as a free jet as shown. Gravity acts in the z direction (perpendicular to the page). The pipe
diameters are A₁ = 100 cm² and A₂ = 10 cm². When the Bourdon gauge reads Pgage = 15 kPa,
the flow rate is measured to be Q = 5.0L/s.
Determine the head loss for this bend.
Q
A₁
Pgage
water
A₂
Z450
45°
Ry
Rx

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