Page 170 - Challenges in Corrosion Costs Causes Consequences and Control(2015)
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148                                                 CORROSION CAUSES

           3.10.2  Underground Fuel Storage Tanks
           These are large tanks and form a major portion of the hazardous materials storage
           sector. Corrosion is thought to be responsible for nearly 65% of tank failures while
           35% is attributed to other causes such as third-party damage. It is generally agreed
           that the vast majority of underground storage tanks (USTs) and piping failures are
           because of external corrosion while a small percentage may be attributed to internal
           corrosion.
              One of the primary causes of external corrosion is exposure to corrosive soils.
           The electrical and chemical characteristics of soil and water are closely related to
           corrosivity. Variations in soil characteristics because of soil type, fill compaction,
           amount of moisture, bacteria, chloride concentration help establish corrosion cells.
           Over a period of time, if untreated, the corrosion process can result in wall thickness
           reduction and can lead to leaks. The 6 o’clock position of the USTs is one of the
           most critical locations because that is the rest point where the tank bottom touches
           the bottom of the hole dug for the tank. At such a location, the layer of backfill is
           relatively thin; therefore, the soil characteristics can be different from the adjacent
           soil, setting up conditions for macrocell corrosion.
              Analogous to the aboveground tank phenomena, internal corrosion can occur
           because of contaminants that settle on the tank bottom, under the stored product.
           Vapor-phase corrosion is usually limited because of the relatively constant tempera-
           ture. A particular tank failure type, which is sometimes reported for gasoline service
           stations, is localized internal corrosion at the location where the internal lining is
           damaged. The inspector’s level stick may cause mechanical damages to the lining,
           resulting in corrosion. Generally, a wooden pole is used to check the gas level in
           the UST. Lining damage occurs at the location where the pole hits the bottom of
           the UST.


           3.11  CORROSION PROBLEMS IN AIRPORTS

           The United States has the world’s most extensive airport system, which essentially
           consists of national transportation, commerce, and defense. A typical airport infras-
           tructure is relatively complex, and components that might be subject to corrosion
           are natural gas distribution systems, jet fuel storage and distribution systems, vehicle
           fueling systems, natural gas feeders, dry fire lines, parking garages, and runway light-
           ing. Generally, each of these facilities is owned or operated by different organizations
           and companies, and the impact of corrosion on an airport as a whole is not known or
           documented; however, the airports do not have any specific corrosion-related prob-
           lems that have not been described in other sectors such as corrosion in water and gas
           distribution lines, corrosion of concrete structures, and corrosion in aboveground and
           underground storage tanks.
              Because of the diversity of airport facilities and different accountabilities, the cor-
           rosion costs cannot be assessed in a simple manner. to reduce and control corrosion
           costs, it is recommended that the airports establish databases that will allow engineers
           to track corrosion and corrosion costs and increase awareness.
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