Technical Papers
Jan 14, 2020

Application of Soft Computing Techniques for Particle Froude Number Estimation in Sewer Pipes

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 11, Issue 2

Abstract

Sedimentation in sewer networks is a major problem in urban hydrology. In comparison to the well-known classic sediment transport models, this study investigates the capabilities of soft computing methods, including multigene genetic programming (MGGP), gene expression programming, and multilayer perceptron to derive accurate sewer design models. A wide range of experimental data sets comprising fluid, flow, sediment, and pipe features was used to develop new models under the nondeposition with a deposited bed self-cleansing condition. The results showed better performances of the new models compared to the conventional ones in terms of statistical performance indices. The proposed MGGP model was found superior to its counterparts. It is an explicit model motivated to be used for self-cleansing sewer pipes design in practice.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data used during the study are available in a repository online in accordance with funder data retention policies at https://doi.org/10.1061/(ASCE)PS.1949-1204.0000335. Code generated or used during the study are available from the corresponding author by request.

References

Ab Ghani, A. 1993. “Sediment transport in sewers.” Ph.D. thesis, Dept. of Civil Engineering, Newcastle Univ.
Ab Ghani, A., and H. M. Azamathulla. 2011. “Gene-expression programming for sediment transport in sewer pipe systems.” J. Pipeline Syst. Eng. Pract. 2 (3): 102–106. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000076.
Abrahart, R. J., F. Anctil, P. Coulibaly, C. W. Dawson, N. J. Mount, L. M. See, A. Y. Shamseldin, D. P. Solomatine, E. Toth, and R. L. Wilby. 2012. “Two decades of anarchy? Emerging themes and outstanding challenges for neural network river forecasting.” Prog. Phys. Geogr. 36 (4): 480–513. https://doi.org/10.1177/0309133312444943.
Ackers, J. C., D. Butler, and R. W. P. May. 1996. Design of sewers to control sediment problems, 1–181. London: Construction Industry Research and Information Association.
Aksoy, H., M. J. S. Safari, N. E. Unal, and M. Mohammadi. 2017. “Velocity-based analysis of sediment incipient deposition in rigid boundary open channels.” Water Sci. Technol. 76 (9): 2535–2543. https://doi.org/10.2166/wst.2017.429.
Alvarez, E. M. 1990. “The influence cohesion on sediment movement in channels of circular cross-section.” Ph.D. thesis, Dept. of Civil Engineering, Newcastle Univ.
Bong, C. H. J., T. L. Lau, A. Ab Ghani, and N. W. Chan. 2016. “Sediment deposit thickness and its effect on critical velocity for incipient motion.” Water Sci. Technol. 74 (8): 1876–1884. https://doi.org/10.2166/wst.2016.376.
Chen, X. Y., and K. W. Chau. 2016. “A hybrid double feedforward neural network for suspended sediment load estimation.” Water Resour. Manag. 30 (7): 2179–2194. https://doi.org/10.1007/s11269-016-1281-2.
CIRIA (Construction Industry Research and Information Association). 1986. Sediment movement in combined sewerage and storm-water drainage systems. London: CIRIA.
Danandeh Mehr, A. 2018. “An improved gene expression programming model for streamflow forecasting in intermittent streams.” J. Hydrol. 563 (Aug): 669–678. https://doi.org/10.1016/j.jhydrol.2018.06.049.
Danandeh Mehr, A., M. Jabarnejad, and V. Nourani. 2019. “Pareto-optimal MPSA-MGGP: A new gene-annealing model for monthly rainfall forecasting.” J. Hydrol. 571 (Apr): 406–415. https://doi.org/10.1016/j.jhydrol.2019.02.003.
Danandeh Mehr, A., E. Kahya, A. Şahin, and M. J. Nazemosadat. 2015. “Successive-station monthly streamflow prediction using different ANN algorithms.” Int. J. Environ. Sci. Technol. 12 (7): 2191–2200. https://doi.org/10.1007/s13762-014-0613-0.
Danandeh Mehr, A., and V. Nourani. 2018. “Season algorithm-multigene genetic programming: A new approach for rainfall-runoff modelling.” Water Resour. Manage. 32 (8): 2665–2679. https://doi.org/10.1007/s11269-018-1951-3.
Danandeh Mehr, A., V. Nourani, E. Kahya, B. Hrnjica, A. M. Sattar, and Z. M. Yaseen. 2018. “Genetic programming in water resources engineering: A state-of-the-art review.” J. Hydrol. 566 (Nov): 643–667. https://doi.org/10.1016/j.jhydrol.2018.09.043.
El-Zaemey, A. K. S. 1991. “Sediment transport over deposited beds in sewers.” Ph.D. thesis, Dept. of Civil Engineering, Newcastle Univ.
Ferreira, C. 2006. Gene expression programming: Mathematical modeling by an artificial intelligence. 2nd ed. Heidelberg, Germany: Springer.
Ghorbani, M. A., R. Khatibi, A. D. Mehr, and H. Asadi. 2018. “Chaos-based multigene genetic programming: A new hybrid strategy for river flow forecasting.” J. Hydrol. 562 (Jul): 455–467. https://doi.org/10.1016/j.jhydrol.2018.04.054.
Giustolisi, O. 2004. “Using genetic programming to determine Chezy resistance coefficient in corrugated channels.” J. Hydroinf. 6 (3): 157. https://doi.org/10.2166/hydro.2004.0013.
Hinchliffe, M., M. Willis, and M. Tham. 1998. “Chemical process sytems modelling using multiobjective genetic programming.” In Genetic programming, 134–139. Singapore: World Scientific Publishing.
Hrnjica, B., and A. Danandeh Mehr. 2019. Optimized genetic programming applications: Emerging research and opportunities. Hershey, PA: IGI Global.
Kargar, K., M. J. S. Safari, M. Mohammadi, and S. Samadianfard. 2019. “Sediment transport modeling in open channels using neuro-fuzzy and gene expression programming techniques.” Water Sci. Technol. 79 (12): 2318–2327. https://doi.org/10.2166/wst.2019.229.
Koza, J. R. 1992. Genetic programming: On the programming of computers by means of natural selection. Cambridge, MA: MIT Press.
May, R. W., J. C. Ackers, D. Butler, and S. John. 1996. “Development of design methodology for self-cleansing sewers.” Water Sci. Technol. 33 (9): 195–205. https://doi.org/10.2166/wst.1996.0210.
May, R. W. P. 1993. Sediment transport in pipes and sewers with deposited beds. Wallingford, UK: Hydraulic Research Station.
May, R. W. P., P. M. Brown, G. R. Hare, and K. D. Jones. 1989. Self-cleansing conditions for sewers carrying sediment. Wallingford, UK: Hydraulics Research Limited.
Nalluri, C., and A. Ab Ghani. 1996. “Design options for self-cleansing storm sewers.” Water Sci. Technol. 33 (9): 215–220. https://doi.org/10.2166/wst.1996.0214.
Nalluri, C., A. K. El-Zaemey, and H. L. Chan. 1997. “Sediment transport over fixed deposited beds in sewers—An appraisal of existing models.” Water Sci. Technol. 36 (8): 123–128. https://doi.org/10.2166/wst.1997.0654.
Oliver-Morales, C., and K. Rodríguez-Vázquez. 2004. “Symbolic regression problems by genetic programming with multi-branches.” In Mexican Int. Conf. on Artificial Intelligence, 717–726. Berlin, Heidelberg: Springer.
Perrusquia, G. S. 1992. Sediment transport in pipe channels. Göteborg, Sweden: Chalmers Univ. of Technology.
Perrusquia, G. S. 1993. An experimental study from flume to stream traction in pipe channels. Göteborg, Sweden: Chalmers Univ. of Technology.
Roushangar, K., and R. Ghasempour. 2017. “Estimation of bedload discharge in sewer pipes with different boundary conditions using an evolutionary algorithm.” Int. J. Sediment Res. 32 (4): 564–574. https://doi.org/10.1016/j.ijsrc.2017.05.007.
Safari, M. J. S. 2018. Self-cleansing design criteria for urban drainage systems: Non-deposition with and without deposited bed conditions. Tabriz, Iran: Univ. of Tabriz.
Safari, M. J. S. 2019. “Decision tree (DT), generalized regression neural network (GR) and multivariate adaptive regression splines (MARS) models for sediment transport in sewer pipes.” Water Sci. Technol. 79 (6): 1113–1122. https://doi.org/10.2166/wst.2019.106.
Safari, M. J. S., H. Aksoy, and M. Mohammadi. 2016. “Artificial neural network and regression models for flow velocity at sediment incipient deposition.” J. Hydrol. 541 (Oct): 1420–1429. https://doi.org/10.1016/j.jhydrol.2016.08.045.
Safari, M. J. S., H. Aksoy, N. E. Unal, and M. Mohammadi. 2017. “Non-deposition self-cleansing design criteria for drainage systems.” J. Hydro-environ. Res. 14 (Mar): 76–84. https://doi.org/10.1016/j.jher.2016.11.002.
Safari, M. J. S., and A. Danandeh Mehr. 2018. “Multigene genetic programming for sediment transport modeling in sewers for conditions of non-deposition with a bed deposit.” Int. J. Sediment Res. 33 (3): 262–270. https://doi.org/10.1016/j.ijsrc.2018.04.007.
Safari, M. J. S., I. Ebtehaj, H. Bonakdari, and M. S. Es-haghi. 2019. “Sediment transport modeling in rigid boundary open channels using generalize structure of group method of data handling.” J. Hydrol. 577 (Oct): 123951. https://doi.org/10.1016/j.jhydrol.2019.123951.
Safari, M. J. S., M. Mohammadi, and A. Ab Ghani. 2018. “Experimental studies of self-cleansing drainage system design: A review.” J. Pipeline Syst. Eng. Pract. 9 (4): 04018017. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000335.
Safari, M. J. S., and A. Shirzad. 2019. “Self-cleansing design of sewers: Definition of the optimum deposited bed thickness.” Water Environ. Res. 91 (5): 407–416. https://doi.org/10.1002/wer.1037.
Safavi, H., and M. A. Geranmehr. 2017. “Optimization of sewer networks using the mixed-integer linear programming.” Urban Water J. 14 (5): 452–459. https://doi.org/10.1080/1573062X.2016.1176222.
Searson, D. P. 2015. “GPTIPS 2: An open-source software platform for symbolic data mining.” In Handbook of genetic programming applications, 551–573. Cham, Switzerland: Springer.
Wan Mohtar, W. H. M., H. Afan, A. El-Shafie, C. H. J. Bong, and A. Ab. Ghani. 2018. “Influence of bed deposit in the prediction of incipient sediment motion in sewers using artificial neural networks.” Urban Water J. 15 (4): 296–302. https://doi.org/10.1080/1573062X.2018.1455880.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 11Issue 2May 2020

History

Received: Oct 9, 2018
Accepted: Sep 4, 2019
Published online: Jan 14, 2020
Published in print: May 1, 2020
Discussion open until: Jun 14, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, Dept. of Civil Engineering, Antalya Bilim Univ., Antalya 07190, Turkey. ORCID: https://orcid.org/0000-0003-2769-106X. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Yaşar Univ., Izmir 35100, Turkey (corresponding author). ORCID: https://orcid.org/0000-0003-0559-5261. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share