For pipes with identical friction factors and lengths, the discharge is proportional to the cross-sectional area. Since the size, or diameter, of pipe A is double that of pipe B, the area of pipe A is proportional to the square of 2, which equals 4. The discharge ratio of pipe A to pipe B is calculated as the square root of 5 raised to the power of 3, which is approximately 11.18, but based on standard hydraulic radius rules for pipes, the flow ratio is the square root of the diameter to the fifth power, resulting in 5.66.