APPENDIX 0 – Pre-requisite: Steady State Hydraulics
Surge Analysis and the Wave Plan Method
Supplementary Material: Example Problems and Solutions
Appendix 0 – Problem 50
A0.50 In the previous question, what would be the flowrates QAJ, QJB, and QJC, if the hydraulic grade at reservoir A is just 10m but a pump that adds an energy head of 190m at a flowrate of 0.433 m3/s (about 1 MW capacity) was placed close to reservoir A?
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