Predicting bedload sediment transport of non-cohesive material in sewer pipes using evolutionary polynomial regression – multi-objective genetic algorithm strategy

References

• Ab Ghani, A. 1993. “Sediment Transport in Sewers.” PhD diss., University of Newcastle Upon Tyne. Newcastle Upon Tyne, UK.
   Google Scholar
• Ab Ghani, A., A. Salem, R. Abdullah, A. Yahaya, and N. Zakaria. 1999. “Incipient Motion of Sediment Particles over Deposited Loose Beds in a Rectangular Channels.” In Proceedings of the 8th International Conference on Urban Storm Drainage, 157–163. Sydney, Australia.
   Google Scholar
• Ackers, J., D. Butler, D. Leggett, and R. May. 2001. “Designing Sewers to Control Sediment Problems.” In Urban Drainage Modeling: Proceedings of the Specialty Symposium Held in Conjunction with the World Water and Environmental Resources Congress, edited by Robert W. Brashear and Cedo Maksimovic, 818–823. Orlando, FL. doi:10.1061/9780784405833
   Google Scholar
• Ackers, J., D. Butler, and R. May. 1996. “Design of Sewers to Control Sediment Problems.” Report 141. London, UK: Construction Industry Research and Information Association (CIRIA).
   Google Scholar
• Alvarez-Hernandez, E. 1990. “The Influence of Cohesion on Sediment Movement in Channels of Circular Cross-Section.” PhD diss., University of Newcastle Upon Tyne. Newcastle Upon Tyne, UK.
   Google Scholar
• American Society of Civil Engineers [ASCE]. 1970. “Design and Construction of Sanitary and Storm Sewers.” Report No. 37. New York, USA: American Society of Civil Engineers Manuals and Reports on Engineering Practices.
   Google Scholar
• Arora, A. 1983. “Velocity Distribution and Sediment Transport in Rigid-Bed Open Channels.” PhD diss., University of Roorkee. Roorkee, India.
   Google Scholar
• Ashley, R., J. L. Bertrand-Krajewski, T. Hvitved-Jacobsen, and M. Verbanck. 2004. “Solids in Sewers.” Scientific and Technical Report Series. London: IWA Publishing.
   Google Scholar
• Ashley, R., and M. Verbanck. 1996. “Mechanics of Sewer Sediment Erosion and Transport.” Journal of Hydraulic Research 34 (6): 753–770. doi:10.1080/00221689609498448.
   Web of Science ®Google Scholar
• ASTM D854-14. 2014. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. West Conshohocken, PA: ASTM International.
   Google Scholar
• Azamathulla, H., A. A. Ghani, and S. Fei. 2012. “ANFIS-Based Approach for Predicting Sediment Transport in Clean Sewer.” Applied Soft Computing Journal 12 (3): 1227–1230. doi:10.1016/j.asoc.2011.12.003.
   Web of Science ®Google Scholar
• Bertrand-Krajewski, J., P. B. Luc, and O. Scrivener. 1993. “Sewer Sediment Production and Transport Modelling: A Literature Review.” Journal of Hydraulic Research 31 (4): 435–460. doi:10.1080/00221689309498869.
   Web of Science ®Google Scholar
• Bizier, P., Ed. 2007. Gravity Sanitary Sewer Design and Construction. 2nd ed. Reston, VA: American Society of Civil Engineers.
   Google Scholar
• Bong, C. 2013. “Self-Cleansing Urban Drain Using Sediment Flushing Gate Based on Incipient Motion.” PhD diss., Universiti Sains Malaysia. Penang, Malaysia.
   Google Scholar
• Butler, D., and J. Davies. 2011. Urban Drainage. 3rd ed. London, UK: Spon Press.
   Google Scholar
• Butler, D., R. May, and J. Ackers. 1996. “Sediment Transport in Sewers Part 1: Background.” In Proceedings of the Institution of Civil Engineers - Water, Maritime and Energy 118 (2): 103–112. doi:10.1680/iwtme.1996.28431.
   Google Scholar
• Butler, D., R. May, and J. Ackers. 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).
   Web of Science ®Google Scholar
• Camp, T. 1946. “Design of Sewers to Facilitate Flow.” Sewage Works Journal 18 (1): 3–16.
   PubMedGoogle Scholar
• Craven, J. 1953. “The Transportation of Sand in Pipes I. Full-Pipe Flow.” In Proceedings of the Fifth Hydraulics Conference, 67–76. Iowa City, IA.
   Google Scholar
• Ebtehaj, I., and H. Bonakdari. 2013. “Evaluation of Sediment Transport in Sewer Using Artificial Neural Network.” Engineering Applications of Computational Fluid Mechanics 7 (3): 382–392. doi:10.1080/19942060.2013.11015479.
   Web of Science ®Google Scholar
• Ebtehaj, I., and H. Bonakdari. 2016. “Bed Load Sediment Transport in Sewers at Limit of Deposition.” Scientia Iranica 23 (3): 907–917. doi:10.24200/sci.2016.2169.
   Web of Science ®Google Scholar
• Ebtehaj, I., H. Bonakdari, and A. Sharifi. 2014. “Design Criteria for Sediment Transport in Sewers Based on Self-Cleansing Concept.” Journal of Zhejiang University SCIENCE A 15 (11): 914–924. doi:10.1631/jzus.A1300135.
   Web of Science ®Google Scholar
• El-Baroudy, I., A. Elshorbagy, S. Carey, O. Giustolisi, and D. Savic. 2010. “Comparison of Three Data-Driven Techniques in Modelling the Evapotranspiration Process.” Journal of Hydroinformatics 12 (4): 365–379. doi:10.2166/hydro.2010.029.
   Web of Science ®Google Scholar
• El-Zaemey, A. 1991. “Sediment Transport over Deposited Beds in Sewers.” PhD diss., University of Newcastle Upon Tyne. Newcastle Upon Tyne, UK.
   Google Scholar
• Giustolisi, O., and D. Savic. 2004. “A Novel Genetic Programming Strategy: Evolutionary Polynomial Regression.” In Proceedings of the 6th International Conference on Hydroinformatics, 787–794. Singapore.
   Google Scholar
• Giustolisi, O., and D. Savic. 2006. “A Symbolic Data-Driven Technique Based on Evolutionary Polynomial Regression.” Journal of Hydroinformatics 8 (3): 207–222. doi:10.2166/hydro.2006.020b.
   Web of Science ®Google Scholar
• Giustolisi, O., and D. Savic. 2009. “Advances in Data-Driven Analyses and Modelling Using EPR-MOGA.” Journal of Hydroinformatics 11 (3–4): 225–236. doi:10.2166/hydro.2009.017.
   Web of Science ®Google Scholar
• Laucelli, D., L. Berardi, A. Doglioni, and O. Giustolisi. 2012. “EPR-MOGA-XL: An Excel Based Paradigm to Enhance Transfer of Research Achievements on Data-Driven Modeling.” In Proceedings of 10th International Conference on Hydroinformatics HIC, 14–18. Hamburg, Germany.
   Google Scholar
• Macke, E. 1982. “About Sediment at Low Concentrations in Partly Filled Pipes.” PhD diss., Technical University of Braunschweig, Germany. Braunschweig, Germany.
   Google Scholar
• May, R. 1982. “Sediment Transport in Sewers.” Report IT 222. Wallingford, UK: Hydraulics Research Wallingford.
   Google Scholar
• May, R. 1993. “Sediment Transport in Pipes and Sewers with Deposited Beds.” Report SR 320. Wallingford, UK: Hydraulics Research Wallingford.
   Google Scholar
• May, R., J. Ackers, D. Butler, and S. John. 1996. “Development of Design Methodology for Self-Cleansing Sewers.” Water Science and Technology 33 (9): 195–205. doi:10.2166/wst.1996.0210.
   Web of Science ®Google Scholar
• May, R., P. Brown, G. Hare, and K. Jones. 1989. “Self-Cleansing Conditions for Sewers Carrying Sediment.” Report SR 221. Wallingford, UK: Hydraulics Research Wallingford.
   Google Scholar
• Mayerle, R. 1988. “Sediment Transport in Rigid Boundary Channels.” PhD diss., University of Newcastle upon Tyne. Newcastle Upon Tyne, UK.
   Google Scholar
• Mayerle, R., C. Nalluri, and P. Novak. 1991. “Sediment Transport in Rigid Bed Conveyances.” Journal of Hydraulic Research 29 (4): 475–495. doi:10.1080/00221689109498969.
   Web of Science ®Google Scholar
• Mays, L. 2001. Stormwater Collection Systems Design Handbook. New York: McGraw-Hill.
   Google Scholar
• Merritt, L. 2009. “Tractive Force Design for Sanitary Sewer Self-Cleansing.” Journal of Hydraulic Engineering 135 (12): 1338–1348.
   Google Scholar
• Minister of Interior. 1977. Instruction Technique Relative Aux Réseaux D’assainissement Des Agglomerations, IT 77284 I. Paris, France: Minister of interior: circulaire interministerielle.
   Google Scholar
• Montes, C., L. Berardi, Z. Kapelan, and J. Saldarriaga. 2018. “Evaluation of Sediment Transport in Sewers Using the EPR-MOGA-XL.” In 1st Water Distribution Systems Analysis - Computing and Control for the Water Industry Joint Conference, Kingston, Ontario, Canada.
   Google Scholar
• Montes, C., Z. Kapelan, and J. Saldarriaga. 2019. “Impact of Self-Cleansing Criteria Choice on the Optimal Design of Sewer Networks in South America.” Water 11 (6): 1148. doi:10.3390/w11061148.
   Web of Science ®Google Scholar
• Najafzadeh, M., D. Laucelli, and A. Zahiri. 2017. “Application of Model Tree and Evolutionary Polynomial Regression for Evaluation of Sediment Transport in Pipes.” KSCE Journal of Civil Engineering 21 (5): 1956–1963. doi:10.1007/s12205-016-1784-7.
   Web of Science ®Google Scholar
• Nalluri, C., A. A. Ghani, and A. El-Zaemey. 1994. “Sediment Transport over Deposited Beds in Sewers.” Water Science and Technology 29 (1–2): 125–133.
   Web of Science ®Google Scholar
• Nalluri, C., and A. A. Ghani. 1996. “Design Options for Self-Cleansing Storm Sewers.” Water Science and Technology 33 (9): 215–220. doi:10.2166/wst.1996.0214.
   Web of Science ®Google Scholar
• Novak, P., and C. Nalluri. 1975. “Sediment Transport in Smooth Fixed Bed Channels.” Journal of the Hydraulics Division of the American Society of Civil Engineering 101 (HY9): 1139–1154.
   Google Scholar
• Novak, P., and C. Nalluri. 1984. “Incipient Motion of Sediment Particles over Fixed Beds.” Journal of Hydraulic Research 22 (3): 181–197. doi:10.1080/00221688409499405.
   Web of Science ®Google Scholar
• Ota, J. 1999. “Effect of Particle Size and Gradation on Sediment Transport in Storm Sewers.” PhD diss., University of Newcastle Upon Tyne. Newcastle Upon Tyne, UK.
   Google Scholar
• Perrusquía, G. 1991. “Bedload Transport in Storm Sewers: Stream Traction in Pipe Channels.” PhD diss., Chalmers University of Technology. Gothenburg, Sweden.
   Google Scholar
• Pulliah, V. 1978. “Transport of Fine Suspended Sediment in Smooth Rigid Bed Channels.” PhD diss., University of Roorkee. Roorkee, India.
   Google Scholar
• Robinson, M., and W. Graf. 1972. Critical Deposit Velocities for Low-Concentration Sand-Water Mixtures. Atlanta, GA: ASCE National Water Resources Engineering Meeting.
   Google Scholar
• Safari, M., H. Aksoy, and M. Mohammadi. 2015. “Incipient Deposition of Sediment in Rigid Boundary Open Channels.” Environmental Fluid Mechanics 15 (5): 1053–1068. doi:10.1007/s10652-015-9401-8.
   Web of Science ®Google Scholar
• Safari, M., H. Aksoy, N. Unal, and M. Mohammadi. 2017. “Non-Deposition Self-Cleansing Design Criteria for Drainage Systems.” Journal of Hydro-Environment Research 14 (2017): 76–84. doi:10.1016/j.jher.2016.11.002.
   Google Scholar
• Safari, M., M. Mohammadi, and A. A. Ghani. 2018. “Experimental Studies of Self-Cleansing Drainage System Design: A Review.” Journal of Pipeline Systems Engineering and Practice 9 (4): 04018017. doi:10.1061/(ASCE)PS.1949-1204.0000335.
   Web of Science ®Google Scholar
• Vanoni, V., Ed. 2006. Sedimentation Engineering. Reston, VA: American Society of Civil Engineers.
   Google Scholar
• Vongvisessomjai, N., T. Tingsanchali, and M. Babel. 2010. “Non-Deposition Design Criteria for Sewers with Part-Full Flow.” Urban Water Journal 7 (1): 61–77. doi:10.1080/15730620903242824.
   Web of Science ®Google Scholar