RELIABILITY ANALYSIS OF WATER DISTRIBUTION SYSTEMS
الشريط الجانبي للمقالة
محتوى المقالة الرئيسي
الملخص
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.
المقاييس
تفاصيل المقالة
هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.
THIS IS AN OPEN ACCESS ARTICLE UNDER THE CC BY LICENSE http://creativecommons.org/licenses/by/4.0/
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المراجع
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.
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.
Bhave, P. R., "Node Flow Analysis of Water Distribution Systems", Journal of Transportation Engineering, ASCE, Vol. 107, No. TE4, July, 1981, P. 457-467. DOI: https://doi.org/10.1061/TPEJAN.0000938
Donachie, R. R.,"Digital Program For Water Network Analysis", Journal of the Hydraulic Division, ASCE, Vol. 100, No. HY3J, March, 1974, P. 393-403. DOI: https://doi.org/10.1061/JYCEAJ.0003908
Duan, N. and Mays, L. W., "Reliability Analysis of Pumping Systems", Journal of Hydraulic Engineering, ASCE, Vol. 116, No. 2, February, 1990, P. 220-248. DOI: https://doi.org/10.1061/(ASCE)0733-9429(1990)116:2(230)
Duan, N., Mays, L. W. and Lansey, K. E., "Optimal Reliability-Based Design of Pumping and Distribution systems", Journal of Hydraulic Engineering, ASCE, Vol. 116, No. 2, February, 1990, P. 249-268. DOI: https://doi.org/10.1061/(ASCE)0733-9429(1990)116:2(249)
Fujwara, O., and De Silva, A. U., "Algorithm For Reliability-Based Optimal Design of Water Networks", Journal of Environmental Enaineerincy, ASCE, Vol. 116, No. 3,May/June, 1990, P. 575-587. DOI: https://doi.org/10.1061/(ASCE)0733-9372(1990)116:3(575)
Goulter., I. C., and Bouchart, F., "Reliability-Constrained Pipe Network Model", Jourrial of Hydraulic Engineering, ASCE, Vol. 116, No.22, February, 1990, P. 211-229. DOI: https://doi.org/10.1061/(ASCE)0733-9429(1990)116:2(211)
Goulter, I. C., and Coals, A. V.,"Quantitative Approaches to Reliability Assessment in Pipe Networks", Journal of Transportation Engineering, ASCE, Vol. 112, No. 33, May, 1986, P. 287-301. DOI: https://doi.org/10.1061/(ASCE)0733-947X(1986)112:3(287)
Gupta, R. and Bliave, P. R.,"Reliability Analysis of Water Distribution systems", Jourrial of Environmental Engineering, ASCE, Vol. 120, No. 2. ,March/April,.1994, P. 447-460. DOI: https://doi.org/10.1061/(ASCE)0733-9372(1994)120:2(447)
Jeppson, R. W., "Analysis of Flow in Pipe Networks", Ann Arbor Science, Ann Arbor, March, 1976.
Lencastre, A."Hand Book of Hydraulic Engineering", John Wiley and Sons Ltd, 1987.
Lansey, K. E., Duan, N., Mays, L. W., and Tuna, Y. K., "Water Distribution System Design Under Uncertainties",Journal of Water Resources Planning and management, ASCE, Vol. 115, No. 5, September, 1989, P. 630-645. DOI: https://doi.org/10.1061/(ASCE)0733-9496(1989)115:5(630)
Matsuo, M. and Horluchi, M., "Optimum Decision of Valve Interval of Water Distribution Pipe", Journal of Transactions of JSCE, Vol. 11, 1979, P. 138-139. DOI: https://doi.org/10.2208/jscej1969.1979.282_65
Mcbean, E. A., AI-Nassri, S. and Clarke, D. "Some Probabilistic Elements of Field Testing in Water Distribution Systems", Journal of Proceeding of Institution of Civil Engineering,Vol. 75, Part 2, June, 198' , P. 143- 154. DOI: https://doi.org/10.1680/iicep.1983.1498
Radi ,Allawi,H., " Analysis of Pipe Networks and its Reliability for Water Distribution ", M.Sc.Thesis , Dept. of Building and Construction ,University of Technology, 1998.
Su, Y. C., Mays. L. W. and Lansey, K. E., " Optimization model For Water Distribution Systems", Journal of Hydraulic Engineering, ASCE, Vol. 114, No. 12,December, 1987, P. 1539-1556. DOI: https://doi.org/10.1061/(ASCE)0733-9429(1987)113:12(1539)
Wagner, J. M., Shamir, U. and Marks, D. H., "Water Distribution Reliability: Analytical Methods", Journal of Water Resources Planning and Management, ASCE, Vol. 114, No. 3, May, 1988, p. 253-275. DOI: https://doi.org/10.1061/(ASCE)0733-9496(1988)114:3(253)
Wagner. J. M., Shamir, U. and Marks, D. H., "Water Distribution Reliability: Simulation Methods", Journal of Water Resources Planning and Management, ASCE, Vol. 114, No. 3, May, 1988, P. 276-294. DOI: https://doi.org/10.1061/(ASCE)0733-9496(1988)114:3(276)
Walski, T. M.,"Predicting Pipe Failure Effects in Water Distribution N etworks", journal of Water Resources Planning and Management, ASCE, Vol. 119. ,No. 1, January/February,1993, P. 402-403 ).