Azamathulla et al. (2012)Azamathulla, H. M., Ab Ghani, A., & Fei, S. Y. (2012). ANFIS-based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12(3), 1227-1230. http://dx.doi.org/10.1016/j.asoc.2011.12.003. http://dx.doi.org/10.1016/j.asoc.2011.12...
|
Clean bed (without deposit) |
ANFIS |
R2
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , ) |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
RMSE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
Safari et al. (2013)Safari, M. J. S., Aksoy, H., & Mohammadi, M. (2013). Application of ANN for the analysis of sediment incipient deposition in rigid boundary channels. In Proceedings of the 16th International Conference Transport and Sedimentation of Solid Particles (pp. 53-62), Rostock, Germany.
|
Clean bed (without deposit) |
ANN-MLP |
R2
|
Loveless (1991)Loveless, J. H. (1991). Sediment transport in rigid boundary channels with particular reference to the condition of incipient deposition (PhD thesis). University of London, London.
|
= (, , , , , ) |
None |
MSE |
Ebtehaj & Bonakdari (2013)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. http://dx.doi.org/10.1080/19942060.2013.11015479. http://dx.doi.org/10.1080/19942060.2013....
|
Clean bed (without deposit) |
ANN |
R2
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , ) |
Novak & Nalluri (1975)Novak, P., & Nalluri, C. (1975). Sediment transport in smooth fixed bed channels. Journal of the Hydraulics Division, 101(9), 1139-1154. http://dx.doi.org/10.1061/JYCEAJ.0004412. http://dx.doi.org/10.1061/JYCEAJ.0004412...
|
RMSE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
Mayerle et al. (1991)Mayerle, R., Nalluri, C., & Novak, P. (1991). Sediment transport in rigid bed conveyances. Journal of Hydraulic Research, 29(4), 475-495. http://dx.doi.org/10.1080/00221689109498969. http://dx.doi.org/10.1080/00221689109498...
|
|
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
|
|
May et al. (1996)May, R. W. P., Ackers, J. C., Butler, D., & John, S. (1996). Development of design methodology for self-cleaning sewers. Water Science and Technology, 33(9), 195-205. http://dx.doi.org/10.2166/wst.1996.0210. http://dx.doi.org/10.2166/wst.1996.0210...
|
|
|
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
Ebtehaj & Bonakdari (2014a)Ebtehaj, I., & Bonakdari, H. (2014a). Performance evaluation of adaptative neural fuzzy inference system for sediment transport in sewers. Water Resources Management, 28(13), 4765-4779. http://dx.doi.org/10.1007/s11269-014-0774-0. http://dx.doi.org/10.1007/s11269-014-077...
|
Clean bed (without deposit) |
ANFIS |
R2
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , ) |
May et al. (1996)May, R. W. P., Ackers, J. C., Butler, D., & John, S. (1996). Development of design methodology for self-cleaning sewers. Water Science and Technology, 33(9), 195-205. http://dx.doi.org/10.2166/wst.1996.0210. http://dx.doi.org/10.2166/wst.1996.0210...
|
MRE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
Ebtehaj et al. (2014)Ebtehaj, I., Bonakdari, H., & Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleaning concept. Journal of Zhejiang University., 15(11), 914-924. http://dx.doi.org/10.1631/jzus.A1300135. http://dx.doi.org/10.1631/jzus.A1300135...
|
MARE |
|
Azamathulla et al. (2012)Azamathulla, H. M., Ab Ghani, A., & Fei, S. Y. (2012). ANFIS-based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12(3), 1227-1230. http://dx.doi.org/10.1016/j.asoc.2011.12.003. http://dx.doi.org/10.1016/j.asoc.2011.12...
|
MSRE |
|
|
ME |
|
|
MAE |
|
|
RMSE |
|
|
Ebtehaj & Bonakdari (2014b)Ebtehaj, I., & Bonakdari, H. (2014b). Comparison of genetic algorithm and imperialist competitive algorithms in predicting bed load transport in clean pipe. Water Science and Technology, 70(10), 1695-1701. PMid:25429460. http://dx.doi.org/10.2166/wst.2014.434. http://dx.doi.org/10.2166/wst.2014.434...
|
Clean bed (without deposit) |
ICA |
RMSE |
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , , ) |
May et al. (1996)May, R. W. P., Ackers, J. C., Butler, D., & John, S. (1996). Development of design methodology for self-cleaning sewers. Water Science and Technology, 33(9), 195-205. http://dx.doi.org/10.2166/wst.1996.0210. http://dx.doi.org/10.2166/wst.1996.0210...
|
MAPE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
Ebtehaj et al. (2014)Ebtehaj, I., Bonakdari, H., & Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleaning concept. Journal of Zhejiang University., 15(11), 914-924. http://dx.doi.org/10.1631/jzus.A1300135. http://dx.doi.org/10.1631/jzus.A1300135...
|
Ebtehaj & Bonakdari (2016)Ebtehaj, I., & Bonakdari, H. (2016). Assessment of evolutionary algorithms in predicting non-deposition sediment transport. Urban Water Journal, 13(5), 499-510. http://dx.doi.org/10.1080/1573062X.2014.994003. http://dx.doi.org/10.1080/1573062X.2014....
|
Clean bed (without deposit) |
ICA |
RMSE |
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , ) |
May et al. (1996)May, R. W. P., Ackers, J. C., Butler, D., & John, S. (1996). Development of design methodology for self-cleaning sewers. Water Science and Technology, 33(9), 195-205. http://dx.doi.org/10.2166/wst.1996.0210. http://dx.doi.org/10.2166/wst.1996.0210...
|
MAPE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
Ebtehaj & Bonakdari (2015)Ebtehaj, I., & Bonakdari, H. (2015). Bed load sediment transport estimation in a clean pipe using multilayer perceptron with different training algorithms. KSCE Journal of Civil Engineering, 20(2), 581-589. http://dx.doi.org/10.1007/s12205-015-0630-7. http://dx.doi.org/10.1007/s12205-015-063...
|
Clean bed (without deposit) |
ANN-MLP-LM |
R2
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , , ) |
Novak & Nalluri (1975)Novak, P., & Nalluri, C. (1975). Sediment transport in smooth fixed bed channels. Journal of the Hydraulics Division, 101(9), 1139-1154. http://dx.doi.org/10.1061/JYCEAJ.0004412. http://dx.doi.org/10.1061/JYCEAJ.0004412...
|
RMSE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
May et al. (1996)May, R. W. P., Ackers, J. C., Butler, D., & John, S. (1996). Development of design methodology for self-cleaning sewers. Water Science and Technology, 33(9), 195-205. http://dx.doi.org/10.2166/wst.1996.0210. http://dx.doi.org/10.2166/wst.1996.0210...
|
MAPE |
|
Azamathulla et al. (2012)Azamathulla, H. M., Ab Ghani, A., & Fei, S. Y. (2012). ANFIS-based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12(3), 1227-1230. http://dx.doi.org/10.1016/j.asoc.2011.12.003. http://dx.doi.org/10.1016/j.asoc.2011.12...
|
|
|
Ebtehaj et al. (2014)Ebtehaj, I., Bonakdari, H., & Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleaning concept. Journal of Zhejiang University., 15(11), 914-924. http://dx.doi.org/10.1631/jzus.A1300135. http://dx.doi.org/10.1631/jzus.A1300135...
|
Najafzadeh & Bonakdari (2017)Najafzadeh, M., & Bonakdari, H. (2017). Application of a neuro-fuzzy GMDH model for predicting the velocity at limit of deposition in storm sewers. Journal of Pipeline Systems Engineering and Practice, 8(1), 06016003. http://dx.doi.org/10.1061/(ASCE)PS.1949-1204.0000249. http://dx.doi.org/10.1061/(ASCE)PS.1949-...
|
Clean bed (without deposit) |
Neuro-Fuzzy GMDH Model |
R |
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , ) |
Novak & Nalluri (1975)Novak, P., & Nalluri, C. (1975). Sediment transport in smooth fixed bed channels. Journal of the Hydraulics Division, 101(9), 1139-1154. http://dx.doi.org/10.1061/JYCEAJ.0004412. http://dx.doi.org/10.1061/JYCEAJ.0004412...
|
RMSE |
Mayerle et al. (1991)Mayerle, R., Nalluri, C., & Novak, P. (1991). Sediment transport in rigid bed conveyances. Journal of Hydraulic Research, 29(4), 475-495. http://dx.doi.org/10.1080/00221689109498969. http://dx.doi.org/10.1080/00221689109498...
|
MAPE |
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
SI |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
BIAS |
Azamathulla et al. (2012)Azamathulla, H. M., Ab Ghani, A., & Fei, S. Y. (2012). ANFIS-based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12(3), 1227-1230. http://dx.doi.org/10.1016/j.asoc.2011.12.003. http://dx.doi.org/10.1016/j.asoc.2011.12...
|
Ebtehaj et al. (2017a)Ebtehaj, I., Bonakdari, H., & Zaji, A. H. (2017a). A new hybrid decision tree method based on two artificial neural networks for predicting sediment transport in clean pipes. Alexandria Engineering Journal, 57(3), 1789-1795.
|
Clean bed (without deposit) |
ANN-DT-MLP |
R2
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , ) |
Azamathulla et al. (2012)Azamathulla, H. M., Ab Ghani, A., & Fei, S. Y. (2012). ANFIS-based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12(3), 1227-1230. http://dx.doi.org/10.1016/j.asoc.2011.12.003. http://dx.doi.org/10.1016/j.asoc.2011.12...
|
RMSE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
May et al. (1996)May, R. W. P., Ackers, J. C., Butler, D., & John, S. (1996). Development of design methodology for self-cleaning sewers. Water Science and Technology, 33(9), 195-205. http://dx.doi.org/10.2166/wst.1996.0210. http://dx.doi.org/10.2166/wst.1996.0210...
|
MARE |
Ota & Nalluri (1999)Ota, J. J., & Nalluri, C. (1999). Graded sediment transport at limit of deposition in clean pipe channel. In 28th International Association for Hydro-environment Engineering and Research, Graz, Austria.
|
Ebtehaj et al. (2014)Ebtehaj, I., Bonakdari, H., & Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleaning concept. Journal of Zhejiang University., 15(11), 914-924. http://dx.doi.org/10.1631/jzus.A1300135. http://dx.doi.org/10.1631/jzus.A1300135...
|
SI |
|
|
BIAS |
|
|
Ebtehaj et al. (2017b)Ebtehaj, I., Bonakdari, H., Shamshirband, S., Ismail, Z., & Hashim, R. (2017b). New approach to estimate velocity at limit of deposition in storm sewers using vector machine coupled with firefly algorithm. Journal of Pipeline Systems Engineering and Practice, 8(2), 04016018. http://dx.doi.org/10.1061/(ASCE)PS.1949-1204.0000252. http://dx.doi.org/10.1061/(ASCE)PS.1949-...
|
Clean bed (without deposit) |
SVM-FFA |
R2
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , , ) |
Azamathulla et al. (2012)Azamathulla, H. M., Ab Ghani, A., & Fei, S. Y. (2012). ANFIS-based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12(3), 1227-1230. http://dx.doi.org/10.1016/j.asoc.2011.12.003. http://dx.doi.org/10.1016/j.asoc.2011.12...
|
MAPE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
May et al. (1996)May, R. W. P., Ackers, J. C., Butler, D., & John, S. (1996). Development of design methodology for self-cleaning sewers. Water Science and Technology, 33(9), 195-205. http://dx.doi.org/10.2166/wst.1996.0210. http://dx.doi.org/10.2166/wst.1996.0210...
|
RMSE |
Ota & Nalluri (1999)Ota, J. J., & Nalluri, C. (1999). Graded sediment transport at limit of deposition in clean pipe channel. In 28th International Association for Hydro-environment Engineering and Research, Graz, Austria.
|
Ebtehaj et al. (2014)Ebtehaj, I., Bonakdari, H., & Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleaning concept. Journal of Zhejiang University., 15(11), 914-924. http://dx.doi.org/10.1631/jzus.A1300135. http://dx.doi.org/10.1631/jzus.A1300135...
|
BIAS |
|
|
SI |
|
|
Wan Mohtar et al. (2018)Wan Mohtar, W. H. M., Afan, H., El-Shafie, A., Bong, C. H. J., & Ghani, A. A. (2018). Influence of bed deposit in the prediction of incipient sediment motion in sewers using artificial neural networks. Urban Water Journal, 15(4), 296-302. http://dx.doi.org/10.1080/1573062X.2018.1455880. http://dx.doi.org/10.1080/1573062X.2018....
|
Deposited bed |
ANN-MLP |
R2
|
Yalin & Karahan (1979)Yalin, M. S., & Karahan, E. (1979). Inception of sediment transport. Journal of the Hydraulics Division, 105(11), 1433-1443. http://dx.doi.org/10.1061/JYCEAJ.0005306. http://dx.doi.org/10.1061/JYCEAJ.0005306...
|
= (, , ) |
Novak & Nalluri (1975)Novak, P., & Nalluri, C. (1975). Sediment transport in smooth fixed bed channels. Journal of the Hydraulics Division, 101(9), 1139-1154. http://dx.doi.org/10.1061/JYCEAJ.0004412. http://dx.doi.org/10.1061/JYCEAJ.0004412...
|
RMSE |
Kuhnle (1993)Kuhnle, R. A. (1993). Incipient motion of sand-gravel sediment mixtures. Journal of Hydraulic Engineering, 119(12), 1400-1415. http://dx.doi.org/10.1061/(ASCE)0733-9429(1993)119:12(1400). http://dx.doi.org/10.1061/(ASCE)0733-942...
|
El-Zaemey (1991)El-Zaemey, A. K. S. (1991). Sediment transport over deposited bed sewers (Phd thesis). University of Newcastle, Newcastle upon Tyne, England.
|
RE |
Shvidchenko (2000)Shvidchenko, A. B. (2000). Incipient motion of streambeds (PhD thesis). University of Glasgow, Glasgow, United Kingdom.
|
Salem (1998)Salem, A. M. (1998). Incipient motion over loose deposited beds in a rigid rectangular channel (MSc thesis). University Sains Malaysia, Penang, Malasya.
|
|
Salem (1998)Salem, A. M. (1998). Incipient motion over loose deposited beds in a rigid rectangular channel (MSc thesis). University Sains Malaysia, Penang, Malasya.
|
Bong (2013)Bong, C. H. J. (2013). Self-cleansing urban drain using sediment flushing gate based on incipient motion (Phd thesis). University Sans Malaysia, Penang, Malaysia.
|
|
Bong (2013)Bong, C. H. J. (2013). Self-cleansing urban drain using sediment flushing gate based on incipient motion (Phd thesis). University Sans Malaysia, Penang, Malaysia.
|
|
Ebtehaj et al. (2019)Ebtehaj, I., Bonakdari, H., & Es-Haghi, M. S. (2019). Design of a hybrid ANFIS-PSO model to estimate sediment transport in open channels. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 43(4), 851-857.
|
Clean bed (without depositi) |
ANFIS-PSO |
R2
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
= (, , , , ) |
Azamathulla et al. (2012)Azamathulla, H. M., Ab Ghani, A., & Fei, S. Y. (2012). ANFIS-based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12(3), 1227-1230. http://dx.doi.org/10.1016/j.asoc.2011.12.003. http://dx.doi.org/10.1016/j.asoc.2011.12...
|
RMSE |
Ota & Nalluri (1999)Ota, J. J., & Nalluri, C. (1999). Graded sediment transport at limit of deposition in clean pipe channel. In 28th International Association for Hydro-environment Engineering and Research, Graz, Austria.
|
May et al. (1996)May, R. W. P., Ackers, J. C., Butler, D., & John, S. (1996). Development of design methodology for self-cleaning sewers. Water Science and Technology, 33(9), 195-205. http://dx.doi.org/10.2166/wst.1996.0210. http://dx.doi.org/10.2166/wst.1996.0210...
|
MAPE |
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
Ebtehaj et al. (2014)Ebtehaj, I., Bonakdari, H., & Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleaning concept. Journal of Zhejiang University., 15(11), 914-924. http://dx.doi.org/10.1631/jzus.A1300135. http://dx.doi.org/10.1631/jzus.A1300135...
|
BIAS |
|
|
SI |
|
|
Safari (2019)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 Science and Technology, 79(6), 1113-1122. PMid:31070591. http://dx.doi.org/10.2166/wst.2019.106. http://dx.doi.org/10.2166/wst.2019.106...
|
Clean bed (without deposit) |
MARS |
RMSE |
Mayerle (1988)Mayerle, R. (1988). Sediment transport in rigid boundary channels (PhD thesis). Newcastle Upon Tyne, Newcastle, England.
|
= (, , , , ) |
Mayerle et al. (1991)Mayerle, R., Nalluri, C., & Novak, P. (1991). Sediment transport in rigid bed conveyances. Journal of Hydraulic Research, 29(4), 475-495. http://dx.doi.org/10.1080/00221689109498969. http://dx.doi.org/10.1080/00221689109498...
|
MAPE |
May (1993)May, R. W. P. (1993). Sediment transport in pipes and sewers with deposited beds (Report SR 320). Wallingford: HR Wallingford.
|
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
CC |
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
|
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
|
Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
|
|
Kargar et al. (2019)Kargar, K., Safari, M. J. S., Mohammadi, M., & Samadianfard, S. (2019). Sediment transport modeling in open channels using neuro-fuzzy and gene expression programming techniques. Water Science and Technology, 79(12), 2318-2327. PMid:31411586. http://dx.doi.org/10.2166/wst.2019.229. http://dx.doi.org/10.2166/wst.2019.229...
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Clean bed (without deposit) |
NF |
RMSE |
Mayerle (1988)Mayerle, R. (1988). Sediment transport in rigid boundary channels (PhD thesis). Newcastle Upon Tyne, Newcastle, England.
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= (, , , , ) |
Mayerle et al. (1991)Mayerle, R., Nalluri, C., & Novak, P. (1991). Sediment transport in rigid bed conveyances. Journal of Hydraulic Research, 29(4), 475-495. http://dx.doi.org/10.1080/00221689109498969. http://dx.doi.org/10.1080/00221689109498...
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CC |
May (1993)May, R. W. P. (1993). Sediment transport in pipes and sewers with deposited beds (Report SR 320). Wallingford: HR Wallingford.
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Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
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Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
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Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
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Mehr & Safari (2020)Mehr, A. D., & Safari, M. J. S. (2020). Application of soft computing techniques for particle Froude number estimation in sewers pipes. Journal of Pipeline Systems Engineering and Practice, 11(2), 04020002. http://dx.doi.org/10.1061/(ASCE)PS.1949-1204.0000449. http://dx.doi.org/10.1061/(ASCE)PS.1949-...
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Deposited bed |
MGGP |
RMSE |
El-Zaemey (1991)El-Zaemey, A. K. S. (1991). Sediment transport over deposited bed sewers (Phd thesis). University of Newcastle, Newcastle upon Tyne, England.
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= (, , , , ) |
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NSE |
Perrusquia (1992Perrusquia, G. (1992). Sediment transport in pipe channels (Postdoctoral experiments studies). Chalmers University of Technology, Göteborg, Switzerland., 1993Perrusquia, G. (1993). An experimental study from flume to stream traction in pipe channels (Report). Göteborg, Switzerland: Chalmers University of Technology.) |
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May (1993)May, R. W. P. (1993). Sediment transport in pipes and sewers with deposited beds (Report SR 320). Wallingford: HR Wallingford.
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Clean bed (without deposit) |
EPR-MOGA |
SSE |
Mayerle (1988)Mayerle, R. (1988). Sediment transport in rigid boundary channels (PhD thesis). Newcastle Upon Tyne, Newcastle, England.
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= (, , , , ) |
Craven (1953)Craven, J. (1953). The transportation of sand in pipes: I. Full-pipe flow. In Proceedings of the fifth hydraulics Conference (pp. 67-76), Iowa City, United States of America.
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R2
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Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
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Mayerle et al. (1991)Mayerle, R., Nalluri, C., & Novak, P. (1991). Sediment transport in rigid bed conveyances. Journal of Hydraulic Research, 29(4), 475-495. http://dx.doi.org/10.1080/00221689109498969. http://dx.doi.org/10.1080/00221689109498...
|
AIC |
Ota (1999)Ota, J. J. (1999). Effect of particle size and gradation on sediment transport in storm sewers. Newcastle: University of Newcastle Upon Tyne.
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Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
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Vongvisessomjai et al. (2010)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. http://dx.doi.org/10.1080/15730620903242824. http://dx.doi.org/10.1080/15730620903242...
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Ebtehaj et al. (2014)Ebtehaj, I., Bonakdari, H., & Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleaning concept. Journal of Zhejiang University., 15(11), 914-924. http://dx.doi.org/10.1631/jzus.A1300135. http://dx.doi.org/10.1631/jzus.A1300135...
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Safari et al. (2017)Safari, M., Aksoy, H., Unal, N., & Mohammadi, M. (2017). Non-deposition self-cleansing design criteria for drainage systems. Journal of Hydro-Enviroment Research., 14, 76-84. http://dx.doi.org/10.1016/j.jher.2016.11.002. http://dx.doi.org/10.1016/j.jher.2016.11...
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Montes et al. (2021)Montes, C., Kapelan, Z., & Saldarriaga, J. (2021). Predicting non-deposition sediment transport in sewer pipes using Random Forest. Water Research, 189(1), 116639. PMid:33227613. http://dx.doi.org/10.1016/j.watres.2020.116639. http://dx.doi.org/10.1016/j.watres.2020....
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Clean bed (without deposit) |
RF |
R2
|
Mayerle (1988)Mayerle, R. (1988). Sediment transport in rigid boundary channels (PhD thesis). Newcastle Upon Tyne, Newcastle, England.
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= (, , , , ) |
Montes et al. (2020b)Montes, C., Berardi, L., Kapelan, Z., & Saldarriaga, J. (2020b). Predicting bedload sediment transport of non-cohesive material in sewer pipes using Evolutionary Polynomial Regression-Multi-Objective Genetic Algorithm strategy. Urban Water Journal, 17(2), 154-162. http://dx.doi.org/10.1080/1573062X.2020.1748210. http://dx.doi.org/10.1080/1573062X.2020....
|
RMSE |
Ab Ghani (1993)Ab Ghani, A. (1993). Sediment transport in sewers (PhD thesis). University of Newcastle upon Tyne, Newcastle, England.
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Kargar et al. (2019)Kargar, K., Safari, M. J. S., Mohammadi, M., & Samadianfard, S. (2019). Sediment transport modeling in open channels using neuro-fuzzy and gene expression programming techniques. Water Science and Technology, 79(12), 2318-2327. PMid:31411586. http://dx.doi.org/10.2166/wst.2019.229. http://dx.doi.org/10.2166/wst.2019.229...
|
MAPE |
Ota (1999)Ota, J. J. (1999). Effect of particle size and gradation on sediment transport in storm sewers. Newcastle: University of Newcastle Upon Tyne.
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Safari (2019)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 Science and Technology, 79(6), 1113-1122. PMid:31070591. http://dx.doi.org/10.2166/wst.2019.106. http://dx.doi.org/10.2166/wst.2019.106...
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|
Montes et al. (2020b)Montes, C., Berardi, L., Kapelan, Z., & Saldarriaga, J. (2020b). Predicting bedload sediment transport of non-cohesive material in sewer pipes using Evolutionary Polynomial Regression-Multi-Objective Genetic Algorithm strategy. Urban Water Journal, 17(2), 154-162. http://dx.doi.org/10.1080/1573062X.2020.1748210. http://dx.doi.org/10.1080/1573062X.2020....
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Safari & Aksoy (2020)Safari, M. J., & Aksoy, H. (2020). Experimental analysis for self-cleansing open channel design. Journal of Hydraulic Research, 59(3), 500-511.
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