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Author:

Liu, Chaofeng (Liu, Chaofeng.) | Wang, Wei (Wang, Wei.) (Scholars:王伟) | Hou, Benwei (Hou, Benwei.)

Indexed by:

EI Scopus

Abstract:

To solve the problem of optimal layout of seismic monitoring stations in a water supply network, a sample attribute matrix was built through the concept of coefficient influence. A dynamic classification model for optimizing seismic monitoring stations' placement in water distribution networks was proposed combined with dynamic classification method (DT). The iterative calculation process for the dynamic classification model was also offered. Firstly, the hydraulic simulation model for a leaky pipe network caused by earthquake was established based on the node pressure method. The flow values of each pipe under different working conditions were calculated by hydraulic simulation model and EPANET software; then, the flow influence coefficient matrix was built. Secondly, the dynamic classification method was introduced for optimizing the grading of all the pipes, and the key earthquake monitoring stations were selected for optimal layout combined with the actual situation. Finally, a sample network was calculated by the model and its relevant calculation programs. The analysis results show that the classification of pipes in the water supply network is reasonable and scientific, and seismic monitoring stations distribute uniformly in the water supply network. Furthermore, the model can wear off anthropogenic impact to a certain extent and enhance the monitoring effect in earthquake and economics of the network building. © 2014 American Society of Civil Engineers.

Keyword:

Earthquakes Trenching Grading Water supply Water distribution systems Monitoring Iterative methods Computer software

Author Community:

  • [ 1 ] [Liu, Chaofeng]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, No. 100 Pingleyuan, Chaoyang District, Beijing; 100124, China
  • [ 2 ] [Wang, Wei]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, No. 100 Pingleyuan, Chaoyang District, Beijing; 100124, China
  • [ 3 ] [Wang, Wei]College of Architecture and Urban Planning, Beijing University of Technology, No. 100 Pingleyuan, Chaoyang District, Beijing; 100124, China
  • [ 4 ] [Hou, Benwei]Institute of Geophysics, China Earthquake Administration, Beijing; 100081, China

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Source :

Year: 2014

Page: 227-240

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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