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4 Reliability of Water Supply and Wastewater Disposal Infrastructure  229




                   Table 9.3 Typical Failures of Conduits of Water Supply Networks Made of
                   Different Materials [14]
                                             Failures Occurring in Conduits Made of a
                                             Particular Material
                   Type of Failure           ST        GCI        PVC        PE
                   Connection leaks
                    hub and spigot joints              +++        +
                    welded joints            +                                +
                   Transversal, longitudinal cracks  +  ++        +++         +
                   Wall perforation          ++        +
                   +++ very frequent; ++ frequent; + rare; ST, Steel; GCI, Gray cast iron.



                   Table 9.4 Average Values of the Failure Rates of Water Supply Conduits Made
                   of Different Materials and Installed in Selected Towns/Countries [17,23]
                                  Average Values of the Failure Rates
                                          Gray
                                          Cast
                   Town/Country   Steel   Iron    PVC     PE      Notes
                   Czestochowa    0.35    0.35    0.12    0.69    Data from 1981 to 1990
                   [24]                                           diameter  300 mm
                   Warsaw [25]    1.05    0.61    0.25    -       Data from 1992 to 1996
                                                                  diameter  300 mm
                   Klodzko [26]   0.21    0.22    0.27    -       Data from 1997 to 1999;
                                                                  80 diameter 400 mm
                   Budapest [27]  0.94    0.27    0.67    -       Water supply network
                                                                  with household
                                                                  connections
                   Erfurt area    1.88    0.47    0.17    0.08    Data from 1980 to 1997
                   (Germany) [26]
                   Hamburg        0.13    0.06    0.006   -
                   (Germany) [18]
                   Sweden [28]    0.47    0.19    0.1     0.018
                   Average        0.72    0.31    0.23    0.26




                  differences in the conditions of assembly and operation of investigated networks,
                  which corresponds to a wide range of factors that influence conduit susceptibility
                  to failure. The table below presents a comparative schedule of average values of
                  the failure rates of water supply conduits made of different materials and installed
                  in selected towns.
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