Full Text:
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CLC number: TU992
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2014-10-30
Cited: 18
Clicked: 6913
Design criteria for sediment transport in sewers based on self-cleansing concept
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[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, 215-230. :215-230. [3] Almedeij, J., 2012. Rectangular storm sewer design under equal sediment mobility. American Journal of Environmental Sciences, 8(4):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. [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., 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. [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. [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. [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, 4458-4467. :4458-4467. [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. [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. [21] May, R.W.P., Ackers, J.C., Butler, D., 1996. Development of design methodology for self-cleansing sewers. Water Science and Technology, 33(9):195-205. [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. [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, 1-11. :1-11. [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. [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. [30] Ota, J.J., Perrusqua, G.S., 2013. Particle velocity and sediment transport at the limit of deposition in sewers. Water Science and Technology, 67(5):959-967. [31] Ota, J.J., Nalluri, C., Perrusqua, 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, 626-634. :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. 
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