APPENDIX 0 – Pre-requisite: Steady State Hydraulics
Surge Analysis and the Wave Plan Method
Supplementary Material: Example Problems and Solutions
Appendix 0 – Problem 36
A0.36 A 2400m long pipeline was built with multiple DI pipe sections described in Question 3 using standard push-on joints. A field measurement program has indicated that the total headloss in the pipeline was 29.25m when the pipeline was carrying a flowrate of 142 lps. Compute the associated Hazen-William roughness coefficient. If the computed coefficient is different from that computed in Question 3 (based on 6m section), what could be the reasons?
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