Chapter 0 – Steady-State Hydraulics
Surge Analysis and the Wave Plan Method
Supplementary Material: Example Problems and Solutions
Chapter 0 – Problem 0.5
0.5 Compute the friction headloss in a 1000m long, 1000 mm internal diameter pipeline carrying a steady-state flowrate of 1000 lps using a Hazen-William roughness coefficient of 100. What is the associated unit headloss?
[Answer: 2.11 m and 2.11 m/km]
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