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This document presents the results of a Hardy Cross analysis of a pipe network. The network consists of 4 pipes labeled P12, P24, P13, and P34 with varying diameters, lengths, and flow rates. The Hardy Cross method was used to calculate the head loss across each pipe based on inputs like flow rate, pipe diameter, roughness, and viscosity. The total head loss across the network was also calculated.

Author

Nur

Language

EN