APPENDIX 0 – Pre-requisite: Steady State Hydraulics
Surge Analysis and the Wave Plan Method
Supplementary Material: Example Problems and Solutions
Appendix 0 – Problem 55
A0.55 If the elevations at all nodes in the network of the previous question are at +20m, compute the pressure heads at nodes A through E. [Hint: Pressure head at a node is hydraulic grade at the node – node elevation].
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