Page 245 - Handbook of Materials Failure Analysis
P. 245
References 241
[8] Ta CT. A probability model for burst risk studies of water mains. Water Sci Technol:
Water Supply 2002;2(4):23–35, IWA Publishing.
[9] Wieczysty A. Reliability of urban water supply systems. Krakow: Cracow University of
Technology; 1994, Monograph 159.
[10] Kuliczkowski A, Da nczuk P, Parka A. Consequences of wastewater disposal catastro-
phes. J Ochrona Srodowiska 2005;2:20–5.
[11] Kuliczkowski A, Kubicka U. The analysis of the flexible pipes deflection according to
the field measurements, plastic pipes, In: Proc. XI Conference Monachium 3-6 Septem-
ber 2001; 2001. p. 481–90.
[12] Makar JM. A preliminary analysis of failures in grey cast iron water pipes. Eng Fail Anal
2000;7(1):43–53.
[13] Miszta-Kruk K, Kwietniewski M, Osiecka A, Parada J. Material structure of municipal
wastewater networks in Poland in the period of 2000-2005. In: Madras C, Przybyła B,
Szot A, editors. Underground infrastructure in urban areas. London: CRC Press
Taylor&Francis Group; 2008.
[14] Kwietniewski M, Rak J. Reliability of the water supply and wastewater disposal infra-
structure. Warsaw: Polish Academy of Sciences, Committee on Civil Engineering and
Hydroengineering, Institute of Basic Technological Problems; 2010.
00
[15] Lowe D, Mellor A. Investigation into a 43 diameter pipe sample from a fielg section In
Hyuton, Liverpool, Bodycote Testing Limited 2008, Report no 3271/08; 2008.
[16] Zakrzewska A. Influence of selected factors on the reliability of steel and cast iron pipes
of water supply systems. The doctoral dissertation, Silesian University of Technology,
Gliwice; 2005.
[17] Kwietniewski M, Tłoczek M, Ferszt E, Sobierajski M, Szatkiewicz K. Research failure of
water supply network in Poland in 2005–2008. Poland: Chamber of Commerce “Polish
Waterworks” (IGWP); 2010.
˛
[18] Dabrowski W, Kwietniewski M, et al. Principles for selecting material and structural
solutions for the construction of water supply conduits. Polish Water Supply System.
Bydgoszcz: Trade Chamber; 2011.
[19] Pelletier G, Mailhot A, Villeneuve JP. Modeling water pipe breaks—three case studies.
J Water Resour Plann Manage 2003;129:115–23.
[20] Standards Australia 2006, Guide to Concrete Repair and Protection. HB 84-2006. Avail-
able, from: Standards Australia Online (11 September 2011).
[21] Standards methods for the examination of water and wastewater, American Public Health
Association. 1015 Fifteenth Street NW. Washington DC20005; 2011.
[22] Standard of economic regulations, availability of services and tariff determination meth-
odologies in the water supply and wastewater disposal sector, Housing and City Devel-
opment Authority, PZITS publication, “Polish Waterworks” Trade Chamber, Warsaw;
2000.
[23] Kwietniewski M, Toczek M, Wysocki L. Principles of selections material and design
solutions for the construction of water supply conduits. Poland: Chamber of Commerce
“Polish Waterworks” (IGWP); 2011.
[24] Babczy nski A, Bie n J, Pawłaszek E. Reliability of the network aqueduct in Czestochowa,
depending on the materials used in the construction. In: Scientific Papers, vol. 67.
Wrocław: Institute of Journal Ochrona Srodowiska, Wroclaw University of Technology;
1991. p. 31–8.
[25] Pawełek J, Wojdyna M. Analysis of the distribution cable fault in a large water supply
system. Gas Water and Sanitary, Engineering 2000;2:49–54.