1. The 3 cm diameter water pipe in the figure splits into two 1 cm diameter pipes. All pipes are circular and at the same elevation. At point A, the water speed is 2 m/s and the gauge pressure is 50 kPa. Assume Pwater = 103 kg/m³. The viscocity of water n = 0.001 Pa.s Cross-section view of pipe AO B a) What is the water speed at point B? m/s b) Calculate the Reynolds number, Re, for the fluid flow in region A and region B. Re in pipe A = Re in pipe B = c) The flow is at point A and at point B.

Physics for Scientists and Engineers: Foundations and Connections
1st Edition
ISBN:9781133939146
Author:Katz, Debora M.
Publisher:Katz, Debora M.
Chapter15: Fluids
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1. The 3 cm diameter water pipe in the figure splits into two 1 cm diameter pipes. All pipes are circular
and at the same elevation. At point A, the water speed is 2 m/s and the gauge pressure is 50 kPa.
Assume Pwater = 103 kg/m³. The viscocity of water n = 0.001 Pa.s
Cross-section view of pipe
AO
B
a) What is the water speed at point B?
m/s
b) Calculate the Reynolds number, Re, for the fluid flow in region A and region B.
Re in pipe A =
Re in pipe B =
c) The flow is
at point A and
at point B.
Transcribed Image Text:1. The 3 cm diameter water pipe in the figure splits into two 1 cm diameter pipes. All pipes are circular and at the same elevation. At point A, the water speed is 2 m/s and the gauge pressure is 50 kPa. Assume Pwater = 103 kg/m³. The viscocity of water n = 0.001 Pa.s Cross-section view of pipe AO B a) What is the water speed at point B? m/s b) Calculate the Reynolds number, Re, for the fluid flow in region A and region B. Re in pipe A = Re in pipe B = c) The flow is at point A and at point B.
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