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This document contains information about two pipe flow applications. The first application describes a 1500m long pipe with a diameter of 0.15m that discharges to the atmosphere. It asks to calculate the velocity in the pipe, excess head just upstream of a closing valve, and excess head 500m upstream. The second application involves a 1.6km long pipe with diameter 0.6m that carries 300L/s. It asks to calculate velocity and pressure drop under normal operation, water hammer wave speed and initial pressure ri

Author

Hubert Mofor

Language

EN