Supplementary Material, Appendix 0 - A0.41 | KYPipe

Supplementary Material, Appendix 0 - A0.41 | KYPipe

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 41

A0.41 How significant is velocity head (V 2 /2g) in most potable water distribution networks compared to the pressure heads that are of practical significance? [Hint: minimum required steady state pressure in most potable water systems is 30 psi or 2 bars]

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