Supplementary Material 0.26

Chapter 0 – Steady-State Hydraulics

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Surge Analysis and the Wave Plan Method

Supplementary Material: Example Problems and Solutions

Chapter 0 – Problem 0.26

0.26 If the highest steady-state velocity in all the pipes described in the previous questions 0.220.25 is less than 2 m/s, what are the highest possible energy grades at nodes A though E under these flow conditions?

[Hint: the energy grade at a node is equal to the hydraulic grade at the node + the velocity head, V2/2g]


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