Settlement as a driver for sewer rehabilitation

Water Science and Technology

Volumn 66, Issue 7, 2012, Pages 1534-1539

  Dirksen, J ^a,b   Baars, E J ^b   Langeveld, J G ^a,c   Clemens, F H L R ^a,d  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b Waternet   (Netherlands)

^c ROYAL HASKONINGDHV   (Netherlands)

^d WITTEVEEN BOS   (Netherlands)

Author keywords

Asset management; Combined sewer system; Deterioration; Settlement

Indexed keywords

AMSTERDAM; HISTORICAL DATA; SETTLEMENT; SETTLEMENT RATE; SEWER REHABILITATION; SEWER SYSTEM; STUDY AREAS; TILT MEASUREMENT; VERTICAL POSITIONS;

ASSET MANAGEMENT; DETERIORATION; ENVIRONMENTAL ENGINEERING; TECHNOLOGY; WATER;

COMBINED SEWERS;

WATER;

SETTLEMENT PLANNING; SEWER NETWORK; WASTE MANAGEMENT;

ARTICLE; CORROSION; SEDIMENTATION; SEWER; WATER POLLUTION;

NETHERLANDS; SEWAGE;

AMSTERDAM [NORTH HOLLAND]; NETHERLANDS; NORTH HOLLAND;

EID: 84867653888     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.2166/wst.2012.347     Document Type: Article

References (15)

1. Davies, J. P., Clarke, B. A., Whiter, J. T. & Cunningham, R. J. 2001 Factors influencing the structural deterioration of rigid sewer pipes. Urban Water 3, 73-89. (Pubitemid 32686429)
2. DeSilva, D., Burn, S., Tjandraatmadja, G., Moglia, M., Davis, P., Wolf, L., Held, I., Vollertsen, J., Williams,W. & Hafskjold, L. 2005 Sustainable management of leakage from wastewater pipelines. Water Science and Technology 52 (12), 189-198. (Pubitemid 43180690)
3. Dirksen, J., ten Veldhuis, J. A. E., Clemens, F. H. L. R. & Baars, E. J. 2010 Sensible sewer system rehabilitation using information on settlement. In Proceedings of Novatech, Lyon, 27 June-1 July.
4. Dirksen, J., Clemens, F. H. L. R., Korving, H., Cherqui, F., Le Gauffre, P., Ertl, T., Plihal, H., Müller, K. & Snaterse, C. T. M. 2011 The consistency of visual sewer inspection data. Structure and Infrastructure Engineering, first published on 7 February 2011 (iFirst).
5. Emeriault, F., Buco, J. & Kastner, R. 2008 Full-scale experimental determination of concrete pipe joint behaviour and its modelling. Journal of Infrastructure Systems 14 (3), 230-240.
6. European Committee for Standardization 2003 EN 13508-2: 2003. Conditions of drain and sewer systems outside buildings -Part 2: Visual inspection coding system.
7. Fenner, R. A. & Sweeting, L. 1999 A decision support model for the rehabilitation of 'non-critical' sewers. Water Science and Technology 39 (9), 193-200. (Pubitemid 29319986)
8. Frantziskonis, G. & Breysse, D. 2003 Influence of soil variability on differential settlements of structures. Computers and Geotechnics 30 (3), 217-230. (Pubitemid 36317875)
9. Gromaire, M. C., Garnaud, S., Saad, M. & Chebbo, G. 2001 Contribution of different sources to the pollution of wet weather flows in combined sewers. Water Research 35 (2), 521-533.
10. Iimura, S. 2004 Simplified mechanical model for evaluating stress in pipeline subject to settlement. Construction and Building Materials 18 (6), 469-479.
11. Jaksa, M. B., Kaggwa, W. S. & Brooker, P. I. 1999 Experimental Evaluation of the Scale of Fluctuation of a Stiff Clay. In: 8th International Conference on the Application of Statistics and Probability, Sydney, A. A. Balkema, Rotterdam.
12. Langeveld, J. G. 2004 Interactions within Wastewater Systems. PhD Dissertation. Delft University of Technology, The Netherlands.
13. Otto, M. 2007 Chemometrics. Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim.
14. Moghaddas Tafreshi, S. N. & Tavakoli Mehrjardi, G. 2008 The use of neural network to predict the behaviour of small plastic pipes embedded in reinforced sand and surface settlement under repeated load. Engineering Applications of Artificial Intelligence 21 (6), 883-894.
15. Ristenpart, E. 1995 Sediment properties and their changes in a sewer. Water Science and Technology 31 (7), 77-83.