The historical development of marine cathodic protection design, along with the recently developed, first-principles-based slope parameter method, is reviewed briefly. It was projected that the remaining issues that require resolution before cathodic protection design can be optimized are improved methods for representing the slope parameter, anode current capacity, and mean current density. The present paper focuses on the last of these and, in so doing, evaluates data from a variety of field structures for which such information exists and from laboratory and field test programs. An analytical model for current density decay with time, as a consequence of calcareous deposit formation, is presented; and a new method is proposed for specifying mean current density in cathodic protection design of offshore structures.
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1 October 2000
Research Article|
October 01 2000
A Principal Determinant in Cathodic Protection Design of Offshore Structures—The Mean Current Density Available to Purchase
E. Lemieux
E. Lemieux
*Center for Marine Materials, Department of Ocean Engineering, Florida Atlantic University, Boca Raton, FL 33431.
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Presented as paper no. 627 at CORROSION/99, April 1999, San Antonio, TX
Online ISSN: 1938-159X
Print ISSN: 0010-9312
NACE International
2000
CORROSION (2000) 56 (10): 988–997.
Citation
W.H. Hartt, E. Lemieux; A Principal Determinant in Cathodic Protection Design of Offshore Structures—The Mean Current Density. CORROSION 1 October 2000; 56 (10): 988–997. https://doi.org/10.5006/1.3294390
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