Page 353 - Challenges in Corrosion Costs Causes Consequences and Control(2015)
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CORROSION DAMAGE, DEFECTS, AND FAILURES                         331

            can be major if the failure is not detected and corrected in time. In other words, the
            consequence of any hidden function failure is increased exposure to the consequences
            of a multiple failure.

            5.3.7.4  Selected Examples of Failure and Their Prevention Cathodic protection
            of water mains: Here two examples of cathodic protection: (i) ductile iron main and
            (ii) cast-iron-lined main are discussed.

            5.3.7.4.1  Ductile Iron Main The valve was buried in 1995 in the soil area of
            800–900 Ω cm resistivity thus providing active conditions. The 8-in. valve was
            epoxy-coated with a zinc anode attached to the top body by an exothermic weld.
            The valve is a two-part casting fabricated with a sealing ring and 5/8-in. diameter
            bolts around the flange. The larger bolts create a continuous electrical circuit. This
                                                 1
            valve failed as a result of a combination of / 2-in. diameter bolts holding the top
                                                                      1
            body instead of 5/8-in. bolts and the corrosion affecting the undersized / 2-in. bolts
            that held the valve together. The bolts were uncoated and made of carbon steel. As
            the valve was epoxy-coated, the corrosion was mainly on the 12-in. coupling bolts
                              1
            and on the undersized / 2-in. bolts that held the valve together. These were uncoated
                               1
            carbon steel bolts. The / 2-in. bolts did not provide electrical continuity between the
            top body and the valve as with larger bolts, resulting in the lower part of the valve
            being unprotected (Fig. 5.2).
              In the valve system, bolts are generally the first to corrode. In chambers, the cause
            of corrosion is easy to recognize and corrective action can be taken in early stages.
            The chambers are generally filled with water and soil that run into them from the
            road. Further water from the ditches and along the water main enters the manhole.
            Leaks can be reduced, but with traffic and shifting of the chamber in the frost cycles

























            Figure 5.2 Twelve-inch bolt from coupling. (David Raymond, City of Ottawa, Public Works
            & Services.)
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