Supplementary Material, Appendix 0 – A0.56

APPENDIX 0 – Pre-requisite: Steady State Hydraulics

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Surge Analysis and the Wave Plan Method

Supplementary Material: Example Problems and Solutions

Appendix 0 – Problem 56

A0.56 If the highest steady state velocity in all these pipelines is less than 2 m/s, what could be the highest possible energy grades at each of the nodes A though E for the given flow conditions? [Hint: Energy grade at a node is the hydraulic grade at the node + velocity head V2/2g]


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