Chapter 13: Problem 52
A golf course sprinkler system discharges water from a horizontal pipe at the rate of \(7200 \mathrm{~cm}^{3} / \mathrm{s}\). At one point in the pipe, where the radius is \(4.00 \mathrm{~cm},\) the water's absolute pressure is \(2.40 \times 10^{5} \mathrm{~Pa}\). At a second point in the pipe, the water passes through a constriction where the radius is \(2.00 \mathrm{~cm} .\) What is the water's absolute pressure as it flows through this constriction?
Short Answer
Step by step solution
Calculate the cross-sectional areas
Apply the Continuity Equation
Bernoulli's Equation for Pressure Determination
Solve for P2
Validate and Interpret Result
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Key Concepts
These are the key concepts you need to understand to accurately answer the question.
Continuity Equation
For the exercise involving the sprinkler system, we apply the equation: \[ A_1 v_1 = A_2 v_2 = Q \] Where:
- \(A_1\) and \(A_2\) are the cross-sectional areas at different points in the pipe
- \(v_1\) and \(v_2\) are the velocities of the water at those points
- \(Q\) is the flow rate, which is constant
Bernoulli's Equation
- \(P_1\) and \(P_2\) are the pressures at the two points
- \(v_1\) and \(v_2\) are the fluid velocities
- \(\rho\) is the fluid's density