Sodium molybdate, Na 2MoO 4, is a non-toxic, environment-friendly corrosion inhibitor for the protection of soft-water cooling systems. The agent is classified as anodic inhibitor, but its use requires the presence of oxygen or other oxidizing agents in solution. Also, the lack of inherent oxidizing characteristics allows its mixing with a large number of organic compounds, promoting inhibition synergism. Little and contradicting information is known about the mechanism of action of MoO 4 2− as corrosion inhibitor. We have examined in some detail the inhibition of corrosion of mild-steel by Na 2MoO 4. Work was carried out in distilled and tap waters as well as in NaCl and Na 2SO 4 solutions of increasing concentrations. The nature of the MoO 4 2−/steel surface interaction was established from the measurement of the variation with time of the open circuit potential (OCP) of steel coupons in the test solutions under a wide variety of conditions. The type of potential/time curve obtained depended primarily on whether or not dissolved oxygen was present in the solution. In air-free distilled water, the OCP of the steel changed towards more negative values and a well defined arrest was recorded. The arrest represented the destruction of the air-formed oxide film on the metal surface. The length of the arrest increased with the MoO 4 2− content in the solution. The additive fortified to some extent the oxide film. The OCP ultimately tended to a constant final steady potential, E st , corresponding to the free corrosion potential under immune conditions. On the other hand, in aerated water the potential tended directly towards positive values, denoting the ready passivation of the steel. In aerated tap water, a different behavior was recorded. Dilute MoO 4 2− solutions promoted corrosion and led to final negative potentials. Concentrated solutions, on the other hand, induced passivation. The active/passive transition followed an S-shaped curve when the final steady-state potentials were plotted as function of the logarithm of additive concentration. The point of inflexion of the curve was the threshold concentration of the inhibitor. The same behavior as in tap water was noted in solutions of NaCl and Na 2SO 4. Two factors influenced the value of the threshold concentration. The first was the concentration of foreign ions in the solution. The threshold concentration, C inh , moved towards higher values when the concentration of aggressive anions (e.g., Cl − or SO 4 2−), C agg , was increased. The two variables were related as log C inh = a + b log C agg , where “a” and “b” were constants. The constant “b” was the ratio of electric charges carried by the two counter-acting anions. The double logarithmic relation signified the occurrence of competitive adsorption. A rise in solution temperature also augmented C inh . The plot of log C inh as function of the reciprocal of absolute temperature (Arrhenius plot) was linear. The activation energy of passivation was calculated to be 17.33 kcal/mole. The high value suggested chemical bond formation. The factors influencing the stability of the passive state were identified. These were: the time of treatment with the inhibitor, temperature, type and concentration of foreign ion in solution, continuous supply of O 2 and eventual reduction in inhibitor concentration. X-ray mapping of the distribution of Mo on the surface suggested the role of MoO 4 2− and O 2 to be the healing and repair of defects in the air-formed oxide. Prior to bond formation, the two species were assumed to be absorbed on the surface.