Chapter 0 – Steady-State Hydraulics
Surge Analysis and the Wave Plan Method
Supplementary Material: Example Problems and Solutions
Chapter 0 – Problem 0.23
0.23 If the flowrates in problem 0.22 in pipes 1, 2, 3, 4, and 5 are 200 lps, 25 lps, 45 lps, 75 lps, and 100 lps, respectively, compute the flowrates in pipes 6, 7, 8, and 9.
[Hint: Apply the flow continuity equation at the appropriate junction nodes. Answers: 300 lps, 25 lps, 20 lps, 70 lps]
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