Step 1: Understanding the Concept:
This problem applies two fundamental principles of fluid dynamics for an incompressible, non-viscous fluid: the equation of continuity and Bernoulli's principle.
Step 2: Key Formula or Approach:
1. Equation of Continuity: For an incompressible fluid, the product of the cross-sectional area (A) and the velocity (v) is constant along a pipe. \(A_1v_1 = A_2v_2\).
2. Bernoulli's Principle: For a horizontal pipe (where the height `h` is constant), the sum of pressure and kinetic energy per unit volume is constant. \(P_1 + \frac{1}{2}\rho v_1^2 = P_2 + \frac{1}{2}\rho v_2^2\).
Step 3: Detailed Explanation:
Let's denote the "lower cross-sectional end" as end 1 and the "other end" as end 2.
We are given:
At end 1 (lower cross-section): \(A_1 = A\), \(v_1 = v\), \(P_1 = P\).
At end 2 (other end): \(A_2 = 2A\).
We need to find \(v_2\) and \(P_2\).
1. Find the velocity \(v_2\) using the Equation of Continuity.
\[ A_1v_1 = A_2v_2 \]
\[ A \cdot v = (2A) \cdot v_2 \]
\[ v_2 = \frac{A \cdot v}{2A} = \frac{v}{2} \]
2. Find the pressure \(P_2\) using Bernoulli's Principle.
The pipe is horizontal, so the height terms cancel out.
\[ P_1 + \frac{1}{2}\rho v_1^2 = P_2 + \frac{1}{2}\rho v_2^2 \]
Substitute the known values:
\[ P + \frac{1}{2}\rho v^2 = P_2 + \frac{1}{2}\rho \left(\frac{v}{2}\right)^2 \]
\[ P + \frac{1}{2}\rho v^2 = P_2 + \frac{1}{2}\rho \frac{v^2}{4} \]
\[ P + \frac{1}{2}\rho v^2 = P_2 + \frac{1}{8}\rho v^2 \]
Now, solve for \(P_2\):
\[ P_2 = P + \frac{1}{2}\rho v^2 - \frac{1}{8}\rho v^2 \]
\[ P_2 = P + \left(\frac{1}{2} - \frac{1}{8}\right)\rho v^2 = P + \left(\frac{4-1}{8}\right)\rho v^2 = P + \frac{3}{8}\rho v^2 \]
So, the velocity and pressure at the other end are \(\frac{v}{2}\) and \(P + \frac{3}{8}\rho v^2\).
Step 4: Final Answer:
The values at the other end are velocity \(\frac{v}{2}\) and pressure \(P + \frac{3}{8}\rho v^2\).