APPENDIX 0 – Pre-requisite: Steady State Hydraulics
Surge Analysis and the Wave Plan Method
Supplementary Material: Example Problems and Solutions
Appendix 0 – Problem 46
A0.46 Compute steady state flowrate in the pipeline described in the previous question if the hydraulic grades at points A and B are 50m and 100m respectively.
Summary of revisions to this page:
Date/Revision