Pressure and Bernoulli + Continuity

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SUMMARY

The discussion centers on a fluid dynamics problem involving water flow through a horizontal tapered pipe, where the speed at the wide end is 4.0 m/s and at the narrow end is 5.0 m/s. The pressure at the wide end is given as 2.5 x 10^5 Pa. Using Bernoulli's equation and the continuity equation, the calculated pressure at the narrow end is 2.455 x 10^5 Pa, which does not match any of the provided answer choices. Participants conclude that there is likely an error in the supplied answer options.

PREREQUISITES
  • Understanding of Bernoulli's equation
  • Knowledge of the continuity equation in fluid dynamics
  • Familiarity with fluid density, specifically for water (1000 kg/m³)
  • Basic algebra for solving equations
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  • Review the derivation of Bernoulli's equation in fluid mechanics
  • Study the application of the continuity equation in various fluid flow scenarios
  • Explore common errors in fluid dynamics problems and how to avoid them
  • Investigate real-world applications of Bernoulli's principle in engineering
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Students studying fluid dynamics, engineers working with fluid systems, and educators teaching principles of fluid mechanics.

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Homework Statement



Water flows through a horizontal tapered pipe. At the wide end its speed is 4.0 m/s and at the narrow end it is 5.0 m/s. The pressure in the wide pipe is 2.5 x 10^5 Pa. What is the pressure in the narrow pipe?

a. 2.5 x 10^2 Pa
b. 3.4 x 10^3 Pa
c. 4.5 x 10^3 Pa
d. 2.3 x 10^5 Pa
e. 8.0 x 10^5 Pa

Homework Equations



P1+1/2*ρ*v12 = P2+1/2*ρ*v22
A1*v1=A2*v2

The Attempt at a Solution



1-wide
2-narrow

P1+1/2*ρ*v12 = P2+1/2*ρ*v22

2.5 x 10^5 Pa + 1/2*1000kg/m3*(4m/s)2=P2 + 1/2*1000kg/m3*(5m/s)2

2.5 x 10^5 Pa + 1/2*1000kg/m3*(4m/s)2- 1/2*1000kg/m3*(5m/s)2=P

2.5 x 10^5 Pa + 1/2*1000kg/m3*[(4m/s)2-(5m/s)2]=P

2.455x10^5 Pa=P

the answer is not in the options :s can someone tell me what i did wrong?
 
Last edited:
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I agree with your answer. Looks like an error in supplied answer.
 
thanks! :)
 

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