APPENDIX 0 – Pre-requisite: Steady State Hydraulics
Surge Analysis and the Wave Plan Method
Supplementary Material: Example Problems and Solutions
Appendix 0 – Problem 58
A0.58 If the hydraulic grades in both reservoirs A and B of the pipeline described in the previous question are at 30m (instead of 10m at reservoir A and 50m at reservoir B), compute the pump brake power required to deliver 80 lps of water from reservoir A to reservoir B. [Answer: 26 kW]
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