Comparison of core sampling and visual inspection for assessment of concrete sewer pipe condition

Author:

Stanić N.1,de Haan C.2,Tirion M.3,Langeveld J. G.12,Clemens F. H. L. R.14

Affiliation:

1. Delft University of Technology, P.O. Box 5048, 2600 GA Delft, The Netherlands

2. Royal Haskoning DHV, P.O. Box 151, 6500 AD Nijmegen, The Netherlands

3. Municipality of The Hague, P.O. Box 12651, 2500 DP Den Haag, The Netherlands

4. Witteveen + Bos Consulting Engineers, P.O. Box 233, 7400 AE Deventer, The Netherlands

Abstract

Sewer systems are costly to construct and even more costly to replace, requiring proper asset management. Sewer asset management relies to a large extent on available information. In sewer systems where pipe corrosion is the dominant failure mechanism, visual inspection by closed circuit television (CCTV) and core sampling are among the methods mostly applied to assess sewer pipe condition. This paper compares visual inspection and drill core analysis in order to enhance further understanding of the limitations and potentials of both methods. Both methods have been applied on a selected sewer reach in the city of The Hague, which was reportedly subject to pipe corrosion. Results show that both methods, visual inspection and core sampling, are associated with large uncertainties and that there is no obvious correlation between results of visual inspection and results of drill core analysis.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

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