Supplementary Material, Appendix 0 – A0.59

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 59

A0.59 If the hydraulic grade in reservoir A is 40m and in reservoir B is 30m for the pipeline described in the previous question, compute the pump brake power required to deliver 80 lps of water from reservoir A to reservoir B. [Answer: 15.5 kW]


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