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 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 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.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.1P
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Please determine:
a.)the head loss for the bend
b.) the magnitudes and directions of the forces anchoring the pipe bend in place, Rx and Ry
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The answers to the head loss and Ry are correct but Rx is wrong. Rx should be 170 N, could you try reworking it?
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