Design criteria for sediment transport in sewers based on self-cleansing concept

Journal of Zhejiang University: Science A

Volumn 15, Issue 11, 2014, Pages 914-924

  Ebtehaj, Isa ^a   Bonakdari, Hossein ^a   Sharifi, Ali ^a  

^a RAZI UNIVERSITY   (Iran)

Author keywords

Bed load; Deposited bed; Limit of deposition; Sediment; Sewers

Indexed keywords

DESIGN; SEDIMENTATION; SEDIMENTS; SEWERS;

BED LOAD; BED-LOAD TRANSPORT; DEPOSITED BED; DIMENSIONLESS PARAMETERS; LABORATORY DATUM; RELATIVE THICKNESS; THREE PARAMETERS; VOLUMETRIC CONCENTRATIONS;

SEDIMENT TRANSPORT;

EID: 84919918148     PISSN: 1673565X     EISSN: 18621775     Source Type: Journal    
DOI: 10.1631/jzus.A1300135     Document Type: Article

References (32)

1. Ackers, J.C., Butler, D., May, R.W.P., 1996. Design of Sewers to Control Sediment Problems. Construction Industry Research and Information Association, UK.
2. Ackers, P., 1984. Sediment transport in sewers and the design implications. International Conference on Planning, Construction, Maintenance and Operation of Sewerage Systems, Cranfield, UK, p.215–230.
3. Almedeij, J., 2012. Rectangular storm sewer design under equal sediment mobility. American Journal of Environmental Sciences, 8(4):376–384. [doi:10.3844/ajessp.2012.376.384]
4. Almedeij, J., Almohsen, N., 2010. Remarks on Camp’s criterion for self-cleansing storm sewers. Journal of Irrigation and Drainage Engineering, 136(2):145–148. [doi:10.1061/(ASCE)IR.1943-4774.0000129]
5. Alvarez-Hernandez, E.M., 1990. The Influence of Cohesion on Sediment Movement in Channels of Circular Cross-Section. PhD Thesis, University of Newcastle upon Tyne, UK.
6. Ashley, R.M., Bertrand-Krajewski, J.L., Hvitved-Jacobsen, T., et al., 2004. Solids in Sewers: Characteristics, Effects and Control of Sewer Solids and Associated Pollutants. IWA Publishing, London, UK.
7. Azamathulla, H.M., Ghani, A.A., Fei, S.Y., 2012. ANFIS-based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12(3):1227–1230. [doi:10.1016/j.asoc.2011.12.003]
8. Bong, C.H.J., Lau, T.L., Ghani, A.A., 2013. Verification of equations for incipient motion studies for a rigid rectangular channel. Water Science and Technology, 67(2): 395–403. [doi:10.2166/wst.2012.580]
9. Butler, D., May, R., Ackers, J., 2003. Self-cleansing sewer design based on sediment transport principles. Journal of Hydraulic Engineering, 129(4):276–282. [doi:10.1061/(ASCE)0733-9429(2003)129:4(276)]
10. CEN (European Committee for Standardization), 1997. Drain and Sewer System Outside Building: Part 4. Hydraulic Design and Environmental Considerations, EN-752-4. Brussels.
11. Ebtehaj, I., Bonakdari, H., 2013. Evaluation of sediment transport in sewer using artificial neural network. Engineering Applications of Computational Fluid Mechanics, 7(3):382–392.
12. El-Zaemey, A.K., 1991. Sediment Transport over Deposited Beds in Sewers. PhD Thesis, University of Newcastle upon Tyne, UK.
13. Enfinger, K.L., Mitchell, P.S., 2010. Scattergraph principles and practice: evaluating self-cleansing in existing sewers using the tractive force method. World Environmental and Water Resources Congress, Providence, Rhode Island, USA, p.4458–4467. [doi:10.1061/41114(371)453]
14. Ghani, A.A., 1993. Sediment Transport in Sewers. PhD Thesis, University of Newcastle upon Tyne, UK.
15. Ghani, A.A., Azamathulla, H.M., 2011. Gene-expression programming for sediment transport in sewer pipe systems. Journal of Pipeline Systems Engineering and Practice, 2(3):102–106. [doi:10.1061/(ASCE)PS.1949-1204.0000076]
16. Ibro, I., Larsen, T., 2011. Modeling of sediment transport and self-cleansing in sea outfalls. International Symposium on Outfall Systems, Mar del Plata, Argentina.
17. Loveless, J.H., 1992. Sediment Transport in Rigid Boundary Channels with Particular Reference to the Condition of Incipient Deposition. PhD Thesis, University of London, UK.
18. May, R.W.P., 1982. Sediment Transport in Sewers, Hydraulic Research Station. Technical Report, Report IT 222, Hydraulic Research Ltd.
19. May, R.W.P., 1993. Sediment Transport in Pipes and Sewers with Deposited Beds. Technical Report, Report SR 320, Hydraulic Research Ltd.
20. May, R.W.P., 2003. Preventing sediment deposition in inverted sewer siphons. Journal of hydraulic Engineering, 129(4): 283–290. [doi:10.1061/(ASCE)0733-9429(2003)129:4(283)]
21. May, R.W.P., Ackers, J.C., Butler, D., et al., 1996. Development of design methodology for self-cleansing sewers. Water Science and Technology, 33(9):195–205. [doi:10.1016/0273-1223(96)00387-3]
22. Mayerle, R., 1988. Sediment Transport in Rigid Boundary Channels. PhD Thesis, University of Newcastle upon Tyne, UK.
23. Nalluri, C., Ghani, A.A., 1996. Design options for self-cleansing storm sewers. Water Science and Technology, 33(9):215–220. [doi:10.1016/0273-1223(96)00389-7]
24. Nalluri, C., Ota, J.J., 2000. Non-cohesive sediment transport in clean sewers and with small mobile beds. Joint Conference on Water Resource Engineering and Water Resources Planning and Management, Minneapolis, Minnesota, USA, p.1–11. [doi:10.1061/40517(2000)288]
25. Nalluri, C., Ghani, A.A., El-Zaemey, A.K.S., 1994. Sediment transport over deposited beds in sewers. Water Science and Technology, 29(1–2):125–133.
26. Nalluri, C., El-Zaemey, A.K., Chan, H.L., 1997. Sediment transport over fixed deposited beds in sewers—an appraisal of existing models. Water Science and Technology, 36(8–9):123–128. [doi:10.1016/S0273-1223(97)00609-4]
27. Novak, P., Nalluri, C., 1975. Sediment transport in smooth fixed bed channels. Journal of Hydraulics Division, 101(HY9):1139–1154.
28. Ota, J.J, Nalluri, C., 1999. Graded sediment transport at limit deposition in clean pipe channel. 28th International Association for Hydro-Environment Engineering and Research, Graz, Austria.
29. Ota, J.J, Nalluri, C., 2003. Urban storm sewer design: approach in consideration of sediments. Journal of Hydraulic Engineering, 129(4):291–297. [doi:10.1061/(ASCE)0733-9429(2003)129:4(291)]
30. Ota, J.J., Perrusquía, G.S., 2013. Particle velocity and sediment transport at the limit of deposition in sewers. Water Science and Technology, 67(5):959–967. [doi:10.2166/wst.2013.646]
31. Ota, J.J., Nalluri, C., Perrusquía, G., 1999. Graded sediment transport—the influence of particle size on sediment transport over deposited loose beds in sewers. 8th International Conference on Urban Storm Drainage, Sydney, Australia, p.626–634.
32. Vongvisessomjai, N., Tingsanchali, T., Babel, M.S., 2010. Non-deposition design criteria for sewers with part-full flow. Urban Water Journal, 7(1):61–77. [doi:10.1080/15730620903242824]