Supplementary Material, Appendix 0 – A0.46

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 46

A0.46 Compute steady state flowrate in the pipeline described in the previous question if the hydraulic grades at points A and B are 50m and 100m respectively.


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