reynolds number b.) total head lossv(m) c.) gage pressure at 1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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the system consists of 1000m of 50mm cast iron pipe, two 45° and 4 90° flanged long radius elbows, a fully open flanged globe valve, and a sharp exit into a reservoir. Water flows at rate of 4.5 L/s from pt. 1 to the reservoir whose free surface lies 100m above pt.1. Kinematic viscosity is 1.02x10^-6 sqm/s and f=0.035.
compute for:
a.) reynolds number
b.) total head lossv(m)
c.) gage pressure at 1 to deliver water into the reservoir (kPa)
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