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This document provides an overview of pipes used in hydraulics. It discusses pipe materials, head losses including major losses from friction and minor losses from contractions, bends, etc. It covers the Darcy-Weisbach and Manning formulas for calculating head loss. Pipes can be arranged in series, parallel or combinations. Methods for analyzing flow and head loss in these arrangements are presented along with sample problems. The document also briefly discusses water hammer from sudden changes in flow velo

Author

Melvin Esguerra

Language

EN