Abstract
The waterhammer which occurred in the water distribution pipeline system was analized by the method of characteristics. The result of the analysis shows the variety of pressure loading time because of differences of gradual valve closing time. The elastic plastic analysis concerning with the dynamic characteristics of PVC pipe material was applied to find the area of quasi-static zone and dynamic zone. Finally the results of waterhammer analysis were classified to quasi-static zone or dynamic zone by the results of pipe fracture study.
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