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gmy5011
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Homework Statement
Water is flowing into and discharging from a U-shaped pipe section as shown. At flange
(1), 30 kg/s of water flows into the section with the total absolute pressure of 200 kPa. At flange (2), the absolute pressure is 150 kPa. At location (3), 8 kg/s of water discharges to the atmosphere at 100 kPa. Determine the total x and y forces on the flanges connecting the pipe bend. Do not neglect the viscous losses in the pipe bend. Use a momentum-flux correction factor to be 1.03. In your discussion answer the following question: Is it possible to find the force on each flange individually? Why or why not?
This is the given question. What I don't understand is when we are summing the forces, why is the force at flange 2 acting in the positive direction(to the right)? If you see in my solution attempt, I made it negative but in my teachers solution she has it positive. If someone could explain this too me that would be great.
Homework Equations
eqn.1 [itex]\dot{m}[/itex] = [itex]\rho[/itex]VA
eqn.2 [itex]\Sigma[/itex]F = [itex]\Sigma[/itex]out[itex]\beta[/itex][itex]\dot{m}[/itex]V - [itex]\Sigma[/itex]in[itex]\beta[/itex][itex]\dot{m}[/itex]V
The Attempt at a Solution
Used eqn.1 to solve for all 3 velocites
then eqn.2 to solve for Frx: Frx + P1V1 - P2V2 = [itex]\beta[/itex][itex]\dot{m}[/itex](-V2) - [itex]\beta[/itex][itex]\dot{m}[/itex]V1