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220    CHAPTER 9 Reliability and failure analysis of wastewater systems




                                                               % Length of pipes
                                                 0      10    20     30     40    50     60
                                                    2.5%
                                              Steel     8.3%
                                                           12.7%
                                                                    26.5%
                                       Gray cast iron                              48.8%
                                                                           36.9%
                                                                   26%
                                     Nodular cast iron                    35.5%
                                                     3.3%
                                                                     27.8%
                                              PVC  1.1%
                                                                    27.3%
                                                     4%
                                               PE      5.9%
                                                            15.1%
                                                  0.2%
                                           Concrete
                                                           13.1%
                                              Lead
                                      Asbestos cement  0.4%
                                                   0.4%
                           other: GRP, reinforced concrete
                                                   0.3%
                                                      France  Austria  Poland
                         FIGURE 9.2
                         Materials of construction for selected water supply networks between 2005 and 2008 in
                         France, Austria, and Poland.


                         ofproductsare available.In thecontext ofsucha broadassortmentofavailable products
                         and materials, particular significance should be ascribed to the problem of how to select
                         a material solution that is best fitted to a planned investment.
                            It can be seen that various materials in various proportions are used to construct
                         water supply networks. Practically since 1990, the material structure of both water
                         supply and wastewater disposal systems has been changing. One of the biggest water
                         supply systems in Poland is made predominantly of conduits made of gray cast iron,
                         nodular cast iron, and steel. Thermoplastics are implemented to a very low extent. A
                         higher share of plastic conduits can be seen in other water supply networks. There are
                         also municipal networks, where entire systems are made exclusively of a single
                         material, for example, PVC or PE. In many analyses, one can notice a repeatable
                         tendency: the bigger a city, the higher the share of installations made of gray cast
                         iron, while the smaller a water supply network, the higher the share of conduits made
                         of PVC. A similar tendency is noticeable for wastewater disposal systems [10,11].
                            Watersupplynetworksthatareinoperationatpresentaremademainlyofsuchmate-
                         rials as gray cast iron and steel. Such networks constitute almost 50% of the total length
                         of water supply networks, yet their technical condition is not good. Since 1978, apart
                         from traditional materials, more modern solutions—such as PVC and PE (they were
                         implemented in over 42% of the newly constructed networks in 2010)—have entered
                         into the material structure of the water supply network, which consequently reduces
                         the share of traditional materials. Nodular cast iron takes a smaller share in the material
                         structure [12,13]. Therefore, one witnesses a drop in the shares taken by conduits made
                         of traditional materials, such as steel and gray cast iron (Figures 9.3 and 9.4).
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