Chapter 14: Problem 33
A pipe of varying inner diameter carries water. At point- 1 the diameter is \(20 \mathrm{~cm}\) and the pressure is \(130 \mathrm{kPa}\). At point- 2 , which is \(4.0 \mathrm{~m}\) higher than point- 1 , the diameter is \(30 \mathrm{~cm}\). If the flow is \(0.080 \mathrm{~m}^{3} / \mathrm{s}\), what is the pressure at the second point?
Short Answer
Step by step solution
Understand the Problem
Apply Continuity Equation
Calculate Cross-sectional Areas
Find Velocities Using Flow Rate
Apply Bernoulli’s Equation
Substitute Known Values
Calculate Pressure at Point 2
Unlock Step-by-Step Solutions & Ace Your Exams!
-
Full Textbook Solutions
Get detailed explanations and key concepts
-
Unlimited Al creation
Al flashcards, explanations, exams and more...
-
Ads-free access
To over 500 millions flashcards
-
Money-back guarantee
We refund you if you fail your exam.
Over 30 million students worldwide already upgrade their learning with 91Ó°ÊÓ!
Key Concepts
These are the key concepts you need to understand to accurately answer the question.
Fluid Dynamics
Continuity Equation
- This principle is mathematically expressed as \(A_1v_1 = A_2v_2\), where \(A\) represents the cross-sectional area, and \(v\) is the fluid velocity at different points.
- In our problem, knowing the diameters of the pipe, we can calculate areas at both points using \(A = \frac{\pi D^2}{4}\).
- With the given flow rate \(Q = 0.080 \, m^3/s\), you apply this equation to find the velocities \(v_1\) and \(v_2\) at both positions.
Pressure Calculation
Incompressible Flow
- Allows us to apply the continuity equation without considering density changes, simplifying calculations.
- Supports using Bernoulli’s equation, as it assumes incompressible, steady, and non-viscous flow conditions, which allows for straightforward pressure calculations.