Chapter 2 – Why WPM?
Surge Analysis and the Wave Plan Method
Supplementary Material: Example Problems and Solutions
Chapter 2 – Problem 2.7
2.7 Review the steady state results from any typical drinking water distribution network model. What percentage of pipe elements in the network model have unit headloss values (associated with frictional head only) within the following bounds: 0 – 0.1 m/km, 0.1 – 0.5 m/km, 0.5 – 1.0 m/km, 1.0 -5.0 m/km, 5.0 – 7.5 m/km, and > 7.5 m/km?
Summary of revisions to this page:
Date/Revision
