vol12no3pa2

References

[1] Abdul-Razzak, M. A.,”Ori-Line Booster Pumps Within Hydraulic Pipe Networks Analysis, Location, and Selection”, M. Sc. Thesis, Building and Construction Department-University of Technology. 1991.

[2] Al- Abdul-Jabar, L. T., “Computer Aided Analysis and Design of Water Supply Networks”, M. Sc. Thesis, Building and Construction Department,University of Technology, 1997.

[3]Bhave,P.R.,”NodeFlowAnalysisofWaterDistribution Systems”, Journal of Transportation Engineering, ASCE, Vol. 107, No. TE4, July, 1981, P. 457-467.

 [4] Donachie, R. R.,”Digital Program For Water Network Analysis”, Journal of the Hydraulic Division, ASCE, Vol. 100, No. HY3J, March, 1974, P. 393-403.

Tikrit Journal of Engineering Sciences (2005) 12(3) 22-52

Reliability Analysis of Water Distribution Systems

Karim K. El-Jumaily Allawi Hussain Radi
Building and Construction Dept., University of Technology, Iraq

Abstract

Based on node flow analysis the available nodal flows under deficient conditions is presented for determining the reliability of water distribution system (WDS). The reliability is concentration on a node-reliability factor. Volume reliability factor, and network-reliability factor. Even though reliability of WDS depends on several parameters, only variation of consumption in daily, demand excess, and element failure conditions are considered. Computer programs have been written to determine the aforementioned reliability factors. The procedure is described and illustrated through an example.

Download Full-text PDF

Keywords: Node, Reliability Factor, Network-Reliability Factor.

How to cite

TJES: El-Jumaily KK,  Radi AH. Reliability Analysis of Water Distribution Systems. Tikrit Journal of Engineering Sciences 2005; 12(3): 22-52.
APA: El-Jumaily, K. K., & Radi, A. H. (2005). Reliability Analysis of Water Distribution Systems. Tikrit Journal of Engineering Sciences, 12(3), 22-52.
Loader Loading...
EAD Logo Taking too long?
Reload Reload document
| Open Open in new tab

Download