Hydraulic transient in residential buildings with a direct pump connection

References

• Basupi, I., Kapelan, Z., and Butler, D., 2014. Reducing life-cycle carbon footprint in the (re)design of water distribution systems using water demand management interventions. Urban Water Journal, 11 (2), 91–107.
   Web of Science ®Google Scholar
• Bergant, A., Tijsseling, A., Vitkovsky, J., Covas, D., Simpson, A., and Lambert, M., 2008. Parameters affecting water-hammer wave attenuation, shape and timing-Part 1: Mathematical tools. Journal of Hydraulic Research, 46 (3), 373–381.
   Web of Science ®Google Scholar
• Cantor, K.P., Lynch, C.F., Hildesheim, M.E., Dosemeci, M., Lubin, J., Alavanja, J., and Craun, G., 1998. Drinking water source and chlorination by-products I. Risk of bladder cancer. Epidemiology, 9 (1), 21–28.
   PubMed Web of Science ®Google Scholar
• Charalambous, B., 2005. Experiences in DMA redesign at the Water Board of Lemesos, Cyprus. International Water Association Conference Leakage 2005, Halifax, Nova Scotia, Canada.
   Google Scholar
• Charalambous, B., Charalambous, S., and Ioannou, I., 2007. Meter under-registration caused by ball valves in roof tanks. Water Loss 2007. Specialist Conference. International Water Association, Bucharest, Romania.
   Google Scholar
• Cheng, X.R., Li, R.N., Guo, W.L., Zhang, N., and Gao, Y., 2013. Numerical analysis on the rapid starting period in a screw-type centrifugal pump. Applied Mechanics and Materials, 244, 444–445.
   Google Scholar
• Clark, R.M., Sivaganesan, M., Selvakumar, A., and Sethi, V., 2002. Cost models for water supply distribution systems. Journal of Water Resources Planning and Management, 128 (5), 312–321.
   Web of Science ®Google Scholar
• Cobacho, R., Arregui, F., Cabrera, E., and Cabrera Jr., E., 2008. Private water storage tanks: evaluating their inefficiencies. Water Practice & Technology 3 (1). doi:10.2166/WPT.2008025.
   Google Scholar
• Colombo, A.F., Lee, P., and Karney, B.W., 2009. A selective literature review of transient-based leak detection methods. Journal of Hydro-environment Research, 2 (4), 212–227.
   Web of Science ®Google Scholar
• Courtis, B.J., West, J.R., and Bridgeman, J., 2009. Chlorine demand-based predictive modeling of THM formation in water distribution networks. Urban Water Journal, 6 (6), 407–415.
   Web of Science ®Google Scholar
• Covas, D., Stoianov, I., Ramos, H., Graham, N., Maksimović, C., and Butler, D., 2004. Water hammer in pressurized polyethylene pipes: conceptual model and experimental analysis. Urban Water Journal, 1 (2), 177–197.
   Web of Science ®Google Scholar
• Criminisi, A., Fontanazza, C.M., Freni, G., and Loggia, G.L., 2009. Evaluation of the apparent losses caused by water meter under-registration in intermittent water supply. Water Science and Technology, 60 (9), 2373–2382.
   PubMed Web of Science ®Google Scholar
• Davis, A., 2010. Hydraulic transients in transmission and distribution systems. Urban Water Journal, 1 (2), 157–166.
   Web of Science ®Google Scholar
• De Marchis, M., Fontanazza, C.M., Freni, G., La Loggia, G., Napoli, E., and Notaro, V., 2010. A model of the filling process of an intermittent distribution network. Urban Water Journal, 7 (6), 321–333.
   Web of Science ®Google Scholar
• Fontanazza, C.M., Notaro, V., Puleo, V., and Freni, G., 2014. The apparent losses due to metering errors: a proactive approach to predict losses and schedule maintenance. Urban Water Journal. doi:10.1080/1573062X.2014.882363.
   Google Scholar
• Golfinopoulos, S.K., 2001. The occurrence of trihalomethanes in the drinking water in Greece. Chemosphere, 41 (11), 1761–1767.
   Web of Science ®Google Scholar
• Hua, F., West, J.R., Barker, R.A., and Forster, C.F., 1999. Studies into chlorine decay in municipal water supplies. Water Research, 33 (12), 2735–2746.
   Web of Science ®Google Scholar
• Jung, B.S. and Karney, B.W., 2004. Fluid transients and pipeline optimization using GA and PSO: the diameter connection. Urban Water Journal, 1 (2), 167–176.
   Web of Science ®Google Scholar
• Kanakoudis, V.K., 2004. A troubleshooting manual for handling operational problems in water pipe networks. Journal Water SRT - Aqua, 53, 109–124.
   Web of Science ®Google Scholar
• Kanakoudis, V. and Muhammetoglu, H., 2014. Urban water pipe networks management towards NRW reduction: two case studies from Greece & Turkey. CLEAN – Soil, Air, Water, 42 (7), 880–892. doi:10.1002/clen.201300138.
   Google Scholar
• Kanakoudis, V. and Papadopoulou, P., 2014. Allocating the cost of the carbon footprint produced along a supply chain, among the stakeholders involved. Journal of Water and Climate Change, in press. doi:10.2166/wcc.2014.101.
   Google Scholar
• Kanakoudis, V. and Tsitsifli, S., 2010. Results of an urban water distribution network performance evaluation attempt in Greece. Urban Water Journal, 7 (5), 267–285.
   Web of Science ®Google Scholar
• Kirmeyer, G.J., Richards, W., and Dery-Smith, C., 1994. An assessment of water distribution systems and associated needs. Report of the American Water Work. Denver, CO: Association Research Foundation.
   Google Scholar
• Kitis, M., Yigit, N., Harman, B., Muhammetoglu, H., Muhammetoglu, A., Karadirek, I., Demirel, I., Ozden, T., and Palanci, I., 2010. The occurrence of trihalomethanes in chlorinated groundwaters with very low natural organic matter and bromide concentrations. Environmental Forensics, 11 (3), 264–274.
   Web of Science ®Google Scholar
• Levesque, S., Rodriguez, M.J., Serodes, J., Beaulieua, C., and Proulx, F., 2006. Effects of indoor drinking water handling on trihalomethanes and haloacetic acids. Water Research, 40 (15), 2921–2930.
   PubMed Web of Science ®Google Scholar
• Michaud, J., 1878. Coups de bélier dans les conduites, etude des moyens employés pour en atténuer les effects. Bulletin de la Société Vaudoise des Ingénieurs et des Architectes, 3, 56–64.
   Google Scholar
• Mohamed, H. and Gad, A., 2011. Effect of cold-water storage cisterns on drinking-water quality. Journal of Water Resource Planning Management, 137 (5), 448–455.
   Web of Science ®Google Scholar
• Nieuwenhuijsen, M.J., Toledano, M.B., Eaton, N.E., Farell, J., and Elliott, P., 2000. Chlorination disinfection by products in water and their association with adverse reproductive outcomes: a review. Occupational Environmental Medicine, 57, 73–85.
   PubMed Web of Science ®Google Scholar
• Pezzinga, G., 2000. Evaluation of unsteady flow resistances by quasi-2D or 1D models. Journal of Hydraulic Engineering, ASCE, 126 (10), 778–785.
   Web of Science ®Google Scholar
• Rizzo, A. and Cilia, J., 2005. Quantifying meter under-registration caused by the ball valves of roof tanks (for indirect plumbing systems)  (p. 106). IWA Specialised Conference Leakage 2005, Conference Proceedings Halifax, Nova Scotia, Canada, 1–12.
   Google Scholar
• Rodriguez, M.J., Serodes, J.B., and Levallois, P., 2004. Behavior of trihalomethanes and haloacetic acids in a drinking water distribution system. Water Research, 38 (20), 4367–4382.
   PubMed Web of Science ®Google Scholar
• Rossman, L.A., Clark, R.M., and Grayman, W.M., 1994. Modeling chlorine residuals in drinking-water distribution-systems. Journal of Environmental Engineering, 120 (4), 803–820.
   Web of Science ®Google Scholar
• Schafer, C.A. and Mihelcic, J.R., 2012. Effect of Storage Tank Material and Maintenance on Household Water Quality. Journal - American Water Works Association, 104 (9), E521–-E529.
   Web of Science ®Google Scholar
• Soriano, J., 2012. Influencia de las instalaciones de suministro de agua de edificios sobre el comportamiento hidráulico en régimen permanente y transitorio de la red general de distribución Propuesta de una metodología para el análisis y gestión del parque de contadores de agua en un abastecimiento. Thesis (PhD). University Politécnica de Valencia, Spain.
   Google Scholar
• Soyupak, S., Kilic, H., Karadirek, I., and Muhammetoglu, H., 2011. On the usage of artificial neural networks in chlorine control applications for water distribution networks with high quality water. Water Supply Research Technology, AQUA 2011, 60 (1), 51–60.
   Web of Science ®Google Scholar
• Tamari, S. and Ploquet, J., 2012. Determination of leakage inside buildings with a roof tank. Urban Water Journal, 9 (5), 287–303.
   Web of Science ®Google Scholar
• Thorley, A.R.D. and Chaudry, A., 1996. Pump characteristics for transient flow analysis  (pp. 461–475). Proceedings of the 7th International Conference on Pressure Surges, BHRA, Cranfield, UK.
   Google Scholar
• Thorley, A.R.D., 2004. Fluid Transients in Pipeline Systems. London: Professional Engineering Publishing.
   Google Scholar
• Tsukamoto, H. and Ohashi, H., 1982. Transient characteristics of a centrifugal pump during starting period. Journal of Fluids Engineering, 104, 6–14.
   Web of Science ®Google Scholar
• Villanueva, C.M., Kogevinas, M., and Grimalt, J.O., 2003. Haloacetic acids and trihalomethanes in finished drinking waters from heterogeneous sources. Water Research, 37 (4), 953–958.
   PubMed Web of Science ®Google Scholar
• Wilo, A.G., 2007. Intelligent pumps for building automation systems. World Pumps, 490, 26–32. doi:10.1016/S0262-1762(07)70252-3.
   Google Scholar
• Woolschlager, J.E., Rittman, B.E., and Pirious, P., 2005. Water quality decay in distribution systems - problems, causes and new modelling tools. Urban Water Journal, 2 (2), 69–79.
   Google Scholar
• Wylie, E.B. and Streeter, V.L., 1993. Fluid Transients in Systems. Englewood Cliffs, NJ: Prentice Hall.
   Google Scholar
• Zhang, Y., Zhu, Z., Jin, Y., and Cui, B., 2012. Transient characteristics of a centrifugal pump during starting period. Journal of Fluids Engineering, 104 (1), 6–14.
   Google Scholar