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CATHODIC PROTECTION DESIGN

CATHODIC PROTECTION DESIGN

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conditions of the steel (i.e. uncoated, coated, concrete reinforcing steel, pipeline). 7 5.1.1 Uncoated Steel Three design current densities are given: initial, final, and average. Initial This is the current density required to effect polarization of the initially exposed bare steel surface. It assumes some atmospheric rusting and/or

  Steel, Pipeline

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