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The damage of the flexible and the rigid joints is analyzed. Based on the analysis, a new expression for leak area which owns clear physical background is given to update the old leakage model. Meanwhile, an important parameter of the new model, leak coefficient, is derived from a leakage experiment of pipeline. The seismic functional reliability of a small water distribution network is analyzed using the old and the new model, respectively. The result shows that the old model overestimates the performance of the water distribution network subjected to earthquake, while the new model agrees well with engineering practice.
The damage of the flexible and the rigid joints is analyzed. Based on the analysis, a new expression for leak area which owns clear physical background is given to update the old leakage model. Meanwhile, an important parameter of the new model, leak coefficient, is derived from a leakage experiment of pipeline. The seismic functional reliability of a small water distribution network is analyzed using the old and the new model, respectively. The result shows that the old model overestimates the performance of the water distribution network subjected to earthquake, while the new model agrees well with engineering practice.
Leakage Model of Water Distribution Network
Sixth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering ; 2013 ; Chengdu, China
2013-12-11
Conference paper
Electronic Resource
English
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