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Journal articles on the topic 'Water distribution systems'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 September 2023

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1

Klempous, R., J. Kotowski, J. Nikodem, and J. Ulasiewicz. "Water Distribution Systems." IFAC Proceedings Volumes 19, no. 13 (November 1986): 385–95. http://dx.doi.org/10.1016/s1474-6670(17)59572-5.

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2

Grigg, Neil S. "Aging Water Distribution Systems." Public Works Management & Policy 22, no. 1 (September 19, 2016): 18–23. http://dx.doi.org/10.1177/1087724x16668180.

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3

Salomons, Elad, and Avi Ostfeld. "Water Age Clustering for Water Distribution Systems." Procedia Engineering 186 (2017): 470–74. http://dx.doi.org/10.1016/j.proeng.2017.03.256.

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4

Savic, D. A. "Developments in water distribution systems." Urban Water 2, no. 2 (June 2000): 81. http://dx.doi.org/10.1016/s1462-0758(00)00054-6.

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5

Ostfeld, Avi. "Water Distribution Systems Connectivity Analysis." Journal of Water Resources Planning and Management 131, no. 1 (January 2005): 58–66. http://dx.doi.org/10.1061/(asce)0733-9496(2005)131:1(58).

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6

Lin, Yu-sen E., Radisav D. Vidic, Janet E. Stout, and Victor L. Yu. "Legionella in water distribution systems." Journal - American Water Works Association 90, no. 9 (September 1998): 112–22. http://dx.doi.org/10.1002/j.1551-8833.1998.tb08503.x.

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7

Lacey, Marcia. "Distribution Systems." Journal - American Water Works Association 93, no. 7 (July 2001): 2. http://dx.doi.org/10.1002/j.1551-8833.2001.tb09231.x.

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8

Pasha, M. F. K., and K. Lansey. "Water quality parameter estimation for water distribution systems." Civil Engineering and Environmental Systems 26, no. 3 (September 2009): 231–48. http://dx.doi.org/10.1080/10286600802059080.

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9

Knobloch, A., N. Guth, and P. Klingel. "Automated Water Balance Calculation for Water Distribution Systems." Procedia Engineering 89 (2014): 428–36. http://dx.doi.org/10.1016/j.proeng.2014.11.208.

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10

Wang, R., Z. Wang, X. Wang, H. Yang, and J. Sun. "Water Hammer Assessment Techniques for Water Distribution Systems." Procedia Engineering 70 (2014): 1717–25. http://dx.doi.org/10.1016/j.proeng.2014.02.189.

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11

Imran, Syed A., John D. Dietz, Ginasiyo Mutoti, James S. Taylor, Andrew A. Randall, and C. D. Cooper. "Red Water Release in Drinking Water Distribution Systems." Journal - American Water Works Association 97, no. 9 (September 2005): 93–100. http://dx.doi.org/10.1002/j.1551-8833.2005.tb07475.x.

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12

A., Uslu, Bakan G., and Şişman A. "Employing Urban Information Systems for Water Distribution Systems." Energy and Environmental Engineering 2, no. 6 (September 2014): 129–36. http://dx.doi.org/10.13189/eee.2014.020602.

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13

van der Wende, E., W. G. Characklis, and J. Grochowski. "Bacterial Growth in Water Distribution Systems." Water Science and Technology 20, no. 11-12 (November 1, 1988): 521–24. http://dx.doi.org/10.2166/wst.1988.0340.

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14

EL-Jumaily, Karim K., and Allawi Hussein Radi. "RELIABILITY ANALYSIS OF WATER DISTRIBUTION SYSTEMS." Tikrit Journal of Engineering Sciences 12, no. 1 (July 13, 2022): 22–52. http://dx.doi.org/10.25130/tjes.12.1.04.

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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.

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15

El-Jumaily, Karim K., and Allawi Hussain Radi. "Reliability Analysis of Water Distribution Systems." Tikrit Journal of Engineering Sciences 12, no. 3 (August 31, 2005): 22–52. http://dx.doi.org/10.25130/tjes.12.3.02.

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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.

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16

Chenevey, Ben. "Water Quality Modeling in Distribution Systems." Journal AWWA 114, no. 2 (March 2022): 26–33. http://dx.doi.org/10.1002/awwa.1864.

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17

Ostfeld, Avi. "Reliability analysis of water distribution systems." Journal of Hydroinformatics 6, no. 4 (October 1, 2004): 281–94. http://dx.doi.org/10.2166/hydro.2004.0021.

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Reliability is an integral part of all decisions regarding water distribution system layout, design, operation and maintenance. Providing reliability for water distribution systems is complicated due to the many factors that affect reliability, the inherent nonlinear behavior of the system and its consumers, and due to the different conflicting objectives facing a water distribution system utility. Although the reliability of water distribution systems has received considerable attention over the last two decades, there is still no common, acceptable, reliability measure or reliability assessment methodology. This paper describes the classification and reliability analysis methodologies of water distribution systems and compares two previously published algorithms for reliability evaluation of water distribution systems: a tailor-made ‘lumped supply–lumped demand’ approach used most commonly in regional water distribution systems and a general stochastic (Monte Carlo) framework suitable for any generic network.

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18

Vaabel, J., T. Koppel, L. Ainola, and L. Sarv. "Capacity reliability of water distribution systems." Journal of Hydroinformatics 16, no. 3 (November 13, 2013): 731–41. http://dx.doi.org/10.2166/hydro.2013.040.

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Hydraulic power capacity of the water distribution network (WDN) is analyzed, and energetically maximum flows in pipes and networks are determined. The concept of hydraulic power for the analysis of WDN characteristics is presented. Hydraulic power capacity characterizes the WDN capacity to meet pressure and flow demands. A capacity reliability indicator called the surplus power factor is introduced for individual transmission pipes and for distribution networks. The surplus power factor s that characterizes the reliability of the hydraulic system can be used along with other measures developed to quantify the hydraulic reliability of water networks. The coefficient of the hydraulic efficiency ηn of the network is defined. A water distribution system in service is analyzed to demonstrate the s and ηn values in the water network in service under different demand conditions. In order to calculate the s factor for WDNs, a network resistance coefficient C was determined. The coefficient C characterizes overall head losses in water pipelines and is a basis for the s factor calculation. This paper presents a theoretical approach to determine the coefficient C through matrix equations.

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19

Batté, M., B. M. R. Appenzeller, D. Grandjean, S. Fass, V. Gauthier, F. Jorand, L. Mathieu, M. Boualam, S. Saby, and J. C. Block. "Biofilms in Drinking Water Distribution Systems." Reviews in Environmental Science and Bio/Technology 2, no. 2-4 (2003): 147–68. http://dx.doi.org/10.1023/b:resb.0000040456.71537.29.

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20

Mansour-Rezaei, Saheb, Gholamreza Naser, Ahmad Malekpour, and Bryan W. Karney. "Contaminant intrusion in water distribution systems." Journal - American Water Works Association 105, no. 6 (June 2013): E278—E290. http://dx.doi.org/10.5942/jawwa.2013.105.0061.

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21

Gengdong, Cheng, and Ma Haitao. "Optimal design of water distribution systems." Civil Engineering Systems 6, no. 3 (January 1989): 111–21. http://dx.doi.org/10.1080/02630258908970551.

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22

JOWITT, PAUL W., and CHENGCHAO XU. "DEMAND FORECASTING FOR WATER DISTRIBUTION SYSTEMS." Civil Engineering Systems 9, no. 2 (September 1992): 105–21. http://dx.doi.org/10.1080/02630259208970643.

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23

Singh, Manish K., and Vassilis Kekatos. "Optimal Scheduling of Water Distribution Systems." IEEE Transactions on Control of Network Systems 7, no. 2 (June 2020): 711–23. http://dx.doi.org/10.1109/tcns.2019.2939651.

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24

Alvisi, S., E. Creaco, and M. Franchini. "Segment identification in water distribution systems." Urban Water Journal 8, no. 4 (August 2011): 203–17. http://dx.doi.org/10.1080/1573062x.2011.595803.

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25

Sangodoyin, A. Y. "Water Quality in Pipe Distribution Systems." Environmental Management and Health 4, no. 4 (April 1993): 15–20. http://dx.doi.org/10.1108/09566169310043133.

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26

Di Nardo, A., M. Di Natale, C. Giudicianni, D. Musmarra, J. M. Rodriguez Varela, G. F. Santonastaso, A. Simone, and V. Tzatchkov. "Redundancy Features of Water Distribution Systems." Procedia Engineering 186 (2017): 412–19. http://dx.doi.org/10.1016/j.proeng.2017.03.244.

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27

Bragalli, Cristiana, Matteo Fortini, and Ezio Todini. "Data Assimilation in Water Distribution Systems." Procedia Engineering 186 (2017): 506–13. http://dx.doi.org/10.1016/j.proeng.2017.03.263.

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28

Ye, Guoliang, and Kenichi Soga. "Energy Harvesting from Water Distribution Systems." Journal of Energy Engineering 138, no. 1 (March 2012): 7–17. http://dx.doi.org/10.1061/(asce)ey.1943-7897.0000057.

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29

Kalungi, Paul, and Tiku T. Tanyimboh. "Redundancy model for water distribution systems." Reliability Engineering & System Safety 82, no. 3 (December 2003): 275–86. http://dx.doi.org/10.1016/s0951-8320(03)00168-6.

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30

Chen, J., and D. L. Boccelli. "Demand Forecasting for Water Distribution Systems." Procedia Engineering 70 (2014): 339–42. http://dx.doi.org/10.1016/j.proeng.2014.02.038.

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31

Darvini, G. "Model Discrimination in Water Distribution Systems." Procedia Engineering 70 (2014): 419–28. http://dx.doi.org/10.1016/j.proeng.2014.02.047.

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32

Males, Richard M., Walter M. Grayman, and Robert M. Clark. "Modeling Water Quality in Distribution Systems." Journal of Water Resources Planning and Management 114, no. 2 (March 1988): 197–209. http://dx.doi.org/10.1061/(asce)0733-9496(1988)114:2(197).

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33

Zessler, U., and U. Shamir. "Optimal Operation of Water Distribution Systems." Journal of Water Resources Planning and Management 115, no. 6 (November 1989): 735–52. http://dx.doi.org/10.1061/(asce)0733-9496(1989)115:6(735).

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34

Bhave, Pramod R. "Optimal Expansion of Water Distribution Systems." Journal of Environmental Engineering 111, no. 2 (April 1985): 177–97. http://dx.doi.org/10.1061/(asce)0733-9372(1985)111:2(177).

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35

Swamee, Prabhata K., and Ashok K. Sharma. "Decomposition of Large Water Distribution Systems." Journal of Environmental Engineering 116, no. 2 (March 1990): 269–83. http://dx.doi.org/10.1061/(asce)0733-9372(1990)116:2(269).

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36

Clark, Robert M. "Water quality modeling in distribution systems." Journal of Environmental Science and Health . Part A: Environmental Science and Engineering and Toxicology 27, no. 5 (July 1992): 1329–66. http://dx.doi.org/10.1080/10934529209375799.

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37

Gupta, Rajesh, and Pramod R. Bhave. "Reliability Analysis of Water‐Distribution Systems." Journal of Environmental Engineering 120, no. 2 (March 1994): 447–61. http://dx.doi.org/10.1061/(asce)0733-9372(1994)120:2(447).

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38

Kumar, Arun, and M. L. Kansal. "Reliability Analysis of Water-Distribution Systems." Journal of Environmental Engineering 121, no. 9 (September 1995): 674–77. http://dx.doi.org/10.1061/(asce)0733-9372(1995)121:9(674).

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39

Perelman, Lina, and Avi Ostfeld. "Water-Distribution Systems Simplifications through Clustering." Journal of Water Resources Planning and Management 138, no. 3 (May 2012): 218–29. http://dx.doi.org/10.1061/(asce)wr.1943-5452.0000173.

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40

Cabrera, E., E. Gómez, J. Soriano, and R. Del Teso. "Eco-Layouts in Water Distribution Systems." Journal of Water Resources Planning and Management 145, no. 1 (January 2019): 04018088. http://dx.doi.org/10.1061/(asce)wr.1943-5452.0001024.

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41

Walski, Tom. "Providing Reliability in Water Distribution Systems." Journal of Water Resources Planning and Management 146, no. 2 (February 2020): 02519004. http://dx.doi.org/10.1061/(asce)wr.1943-5452.0001168.

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42

Klempous, Ryszard, Jerzy Kotowski, Jan Nikodem, Marek Olesiak, and Jedrzej Ulasiewicz. "Some models for water distribution systems." Journal of Computational and Applied Mathematics 21, no. 3 (March 1988): 257–69. http://dx.doi.org/10.1016/0377-0427(88)90313-5.

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43

Stout, Janet E., and Victor L. Yu. "Legionnaire's disease and water distribution systems." Infectious Diseases Newsletter 12, no. 4 (April 1993): 25–28. http://dx.doi.org/10.1016/0278-2316(93)90023-k.

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44

Bennett, G. F. "Water distribution systems: Simulating and sizing." Journal of Hazardous Materials 31, no. 2 (July 1992): 195. http://dx.doi.org/10.1016/0304-3894(92)85015-s.

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45

Bennett, G. F. "Water distribution systems: A troubleshooting manual." Journal of Hazardous Materials 31, no. 2 (July 1992): 198. http://dx.doi.org/10.1016/0304-3894(92)85019-w.

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46

Haimes, Yacov Y., and Duan Li. "The reliability of water distribution systems." Reliability Engineering & System Safety 42, no. 1 (1993): 1–3. http://dx.doi.org/10.1016/0951-8320(93)90048-4.

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47

Karney, Bryan W., and Duncan McInnis. "Transient Analysis of Water Distribution Systems." Journal - American Water Works Association 82, no. 7 (July 1990): 62–70. http://dx.doi.org/10.1002/j.1551-8833.1990.tb06992.x.

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48

Bardet, Jean-Pierre, and Richard Little. "Epidemiology of urban water distribution systems." Water Resources Research 50, no. 8 (August 2014): 6447–65. http://dx.doi.org/10.1002/2013wr015017.

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49

Gibson, Craig D., and William R. Reynolds. "Integrating Surface Water Into Distribution Systems." Opflow 31, no. 5 (May 2005): 18–23. http://dx.doi.org/10.1002/j.1551-8701.2005.tb01803.x.

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50

Rosenzweig, William D., Harvey Minnigh, and Wesley O. Pipes. "Fungi in Potable Water Distribution Systems." Journal - American Water Works Association 78, no. 1 (January 1986): 53–55. http://dx.doi.org/10.1002/j.1551-8833.1986.tb05678.x.

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