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 54
A0.54 If hydraulic grade at node C for the network referred to in the previous questions is 55.6m, compute the hydraulic grades at nodes A, B, D, and E. [Answers: 54.85, 55.1, 54.55, 54.4m]
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