Skip to main content
Log in

Sensitivity analysis of parameters affecting scour depth around bridge piers based on the non-tuned, rapid extreme learning machine method

  • Original Article
  • Published:
Neural Computing and Applications Aims and scope Submit manuscript

Abstract

The extreme learning machine (ELM) is a new, non-tuned and fast training algorithm for feedforward neural networks (FFNN). It is highly precise and randomly produces the input weights of single-layer FFNN. In the current study, the scour depth around bridge piers is predicted by ELM as a powerful method of nonlinear system modeling. To predict scour depth, the effective dimensionless parameters are determined through dimensional analysis. Due to the complexity of scour mechanisms around bridges, different models with diverse input numbers are presented. In 5 categories, 31 different models were obtained for modeling and ELM analysis. Following the training and validation of each model presented, the optimum model was selected from each of the 5 categories and its relationship to the respective category was identified to help determine scour depth in practical engineering. For the best models presented in the different input modes, new explicit expressions were deduced. The results show that the most important parameters affecting relative scour depth (ds/y) include ratio of pier width to flow depth (D/y) and ratio of pier length to flow depth (L/y) (RMSE = 0.08; MARE = 0.0.35). The ELM performance was compared for a range of pier geometries with regression-based equations. The results confirm that ELM outperforms other methods.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5

Similar content being viewed by others

Abbreviations

D :

Pier width

d s :

Local scour depth

d 50 :

Median diameter of particles

Fr :

Froude number

g :

Gravitational acceleration

g(x):

Activation function (Eq. 5)

L :

Pier length

l :

Neurons in the hidden layer

Q :

Number of input samples (Eq. 5)

U :

Average velocity of approaching flow

w :

Input-hidden layer

w ij :

Connecting weight between the ith input neuron and the jth hidden neuron (Eq. 3)

Y :

Flow depth

Β :

Hidden-output layer weight

β jk :

Connecting weight between the jth hidden neuron and the kth output neuron (Eq. 3)

σ :

Standard deviation related to bed grain size

References

  1. Lyn DA, Neseem E, Ramachandra Rao A, Altschaeffl AG (2000) A laboratory sensitivity study of hydraulic parameters important in the deployment of fixed-in-place scour-monitoring devices. Joint Transportation Research Program. Report No. FHWA/IN/JTRP-2000/12. Purdue University, Indiana, USA

  2. Firat M, Gungor M (2009) Generalized regression neural networks and feed forward neural networks for prediction of scour depth around bridge piers. Adv Eng Softw 40:731–737. https://doi.org/10.1016/j.advengsoft.2008.12.001

    Article  MATH  Google Scholar 

  3. Laursen EM, Toch A (1956) Scour around bridge piers and abutments. Iowa Highway Research Board, Washington

    Google Scholar 

  4. Breusers HNC, Nicollet G, Shen HW (1977) Local scour around cylindrical piers. J Hydraul Res 15:211–252

    Article  Google Scholar 

  5. Richardson EV, Harrison LJ, Richardson JR, Davis SR (1993) Evaluating scour at bridges, 2nd edn. Federal Highway Administration, US Department of Transportation, McLean

    Google Scholar 

  6. Melville B, Chiew Y (1999) Time scale for local scour at bridge piers. J Hydraul Eng 125:59–65. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:1(59)

    Article  Google Scholar 

  7. Azamathulla HM, Yusoff MAM (2013) Soft computing for prediction of river pipeline scour depth. Neural Comput Appl 23(7–8):2465–2469. https://doi.org/10.1007/s00521-012-1205-x

    Article  Google Scholar 

  8. Samadi M, Jabbari E, Azamathulla HM (2014) Assessment of M5′ model tree and classification and regression trees for prediction of scour depth below free overfall spillways. Neural Comput Appl 24(2):357–366. https://doi.org/10.1007/s00521-012-1230-9

    Article  Google Scholar 

  9. Azimi H, Bonakdari H, Ebtehaj I, Michelson DG (2016) A combined adaptive neuro-fuzzy inference system–firefly algorithm model for predicting the roller length of a hydraulic jump on a rough channel bed. Neural Comput Appl. https://doi.org/10.1007/s00521-016-2560-9

    Article  Google Scholar 

  10. Ebtehaj I, Bonakdari H, Shamshirband S, Mohammadi K (2015) A combined support vector machine-wavelet transform model for prediction of sediment transport in sewer. Flow Meas Instrum 47:19–27. https://doi.org/10.1016/j.flowmeasinst.2015.11.002

    Article  Google Scholar 

  11. Sattar AM (2014) Gene Expression models for the prediction of longitudinal dispersion coefficients in transitional and turbulent pipe flow. J Pipeline Syst Eng Pract 5:04013011. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000153

    Article  Google Scholar 

  12. Khoshbin F, Bonakdari H, Ashraf Talesh SH, Ebtehaj I, Zaji AH, Azimi H (2016) Adaptive neuro-fuzzy inference system multi-objective optimization using the genetic algorithm/singular value decomposition method for modelling the discharge coefficient in rectangular sharp-crested side weirs. Eng Optim 48(6):933–948. https://doi.org/10.1080/0305215X.2015.1071807

    Article  Google Scholar 

  13. Sattar AM, Gharabaghi B (2015) Gene expression models for prediction of longitudinal dispersion coefficient in streams. J Hydrol 524:587–596. https://doi.org/10.1016/j.jhydrol.2015.03.016

    Article  Google Scholar 

  14. Najafzadeh M, Barani GA, Azamathulla HM (2014) Prediction of pipeline scour depth in clear-water and live-bed conditions using group method of data handling. Neural Comput Appl 24:629–635. https://doi.org/10.1007/s00521-012-1258-x

    Article  Google Scholar 

  15. Guven A, Gunal M (2008) Genetic programming approach for prediction of local scour downstream of hydraulic structures. J Irrig Drain Eng 134:241–249. https://doi.org/10.1061/(ASCE)0733-9437(2008)134:2(241)

    Article  Google Scholar 

  16. Guven A, Azamathulla HM, Zakaria NA (2009) Linear genetic programming for prediction of circular pile scour. Ocean Eng 36:985–991. https://doi.org/10.1016/j.oceaneng.2009.05.010

    Article  Google Scholar 

  17. Azamathulla HM, Ab Ghani A, Zakaria NA, Guven A (2009) Genetic programming to predict bridge pier scour. J Hydraul Eng 136:165–169. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000133

    Article  Google Scholar 

  18. Khan M, Azamathulla HM, Tufail M (2012) Gene-expression programming to predict pier scour depth using laboratory data. J Hydroinform 1:628–645. https://doi.org/10.2166/hydro.2011.008

    Article  Google Scholar 

  19. Pal M, Singh NK, Tiwari NK (2011) Support vector regression based modeling of pier scour using field data. Eng Appl Artif Intell 24:911–916. https://doi.org/10.1016/j.engappai.2010.11.002

    Article  Google Scholar 

  20. Hong J, Goyal M, Chiew Y, Chua L (2012) Predicting time-dependent pier scour depth with support vector regression. J Hydrol 468:241–248. https://doi.org/10.1016/j.jhydrol.2012.08.038

    Article  Google Scholar 

  21. Kaya A (2010) Artificial neural network study of observed pattern of scour depth around bridge piers. Comput Geotech 37:413–418. https://doi.org/10.1016/j.compgeo.2009.10.003

    Article  Google Scholar 

  22. Balouchi B, Nikoo MR, Adamowski J (2015) Development of expert systems for the prediction of scour depth under live-bed conditions at river confluences: application of ANNs and the M5P model tree. Appl Soft Comput 34:51–59. https://doi.org/10.1016/j.asoc.2015.04.040

    Article  Google Scholar 

  23. Najafzadeh M, Barani GA, Hessami-Kermani MR (2013) GMDH based back propagation algorithm to predict abutment scour in cohesive soils. Ocean Eng 59:100–106. https://doi.org/10.1016/j.oceaneng.2012.12.006

    Article  Google Scholar 

  24. Najafzadeh M, Barani GA, Hessami-Kermani MR (2013) Group method of data handling to predict scour depth around vertical piles under regular waves. Sci Iran 20:406–413. https://doi.org/10.1016/j.scient.2013.04.005

    Article  Google Scholar 

  25. Najafzadeh M, Lim SY (2014) Application of improved neuro-fuzzy GMDH to predict scour depth at sluice gates. Earth Sci Inform 8:187–196. https://doi.org/10.1007/s12145-014-0144-8

    Article  Google Scholar 

  26. Najafzadeh M (2015) Neuro-fuzzy GMDH systems based evolutionary algorithms to predict scour pile groups in clear water conditions. Ocean Eng 99:85–94. https://doi.org/10.1016/j.oceaneng.2015.01.014

    Article  Google Scholar 

  27. Najafzadeh M (2015) Neuro-fuzzy GMDH based particle swarm optimization for prediction of scour depth at downstream of grade control structures. Eng Sci Technol Int J 18:42–51. https://doi.org/10.1016/j.jestch.2014.09.002

    Article  Google Scholar 

  28. Olatunji SO, Selamat A, Raheem A, Azeez A (2013) Extreme learning machines based model for predicting permeability of carbonate reservoir. Int J Digit Content Technol Appl 7:450–459

    Article  Google Scholar 

  29. Li B, Cheng C (2014) Monthly discharge forecasting using wavelet neural networks with extreme learning machine. Sci China Technol Sci 57:2441–2452. https://doi.org/10.1007/s11431-014-5712-0

    Article  Google Scholar 

  30. Deo R, Şahin M (2015) Application of the extreme learning machine algorithm for the prediction of monthly Effective Drought Index in eastern Australia. Atmos Res 153(512):525. https://doi.org/10.1016/j.atmosres.2014.10.016

    Article  Google Scholar 

  31. Cao J, Yang J, Wang Y (2015) Extreme learning machine for reservoir parameter estimation in heterogeneous reservoir. In: Proceedings of the ELM-2014. Springer, vol 2, pp 199–208

  32. Khan M, Azamathulla HM, Tufail M, Ab Ghani A (2012) Bridge pier scour prediction by gene expression programming. Proc ICE Water Manag 165:481–493. https://doi.org/10.1680/wama.11.00008

    Article  Google Scholar 

  33. Azamathulla HM, Deo MC, Deolalikar PB (2005) Neural networks for estimation of scour downstream of a ski-jump bucket. J Hydraul Eng 131:898–908. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:10(898)

    Article  Google Scholar 

  34. Guven A, Gunal M (2008) Prediction of scour downstream of grade-control structures using neural networks. J Hydraul Eng 134:1656–1660. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:11(1656)

    Article  Google Scholar 

  35. Najafzadeh M, Barani GA (2011) Comparison of group method of data handling based genetic programming and back propagation systems to predict scour depth around bridge piers. Sci Iran 18:1207–1213. https://doi.org/10.1016/j.scient.2011.11.017

    Article  Google Scholar 

  36. Mohammed TH, Noor MJMM, Ghazali AH, Huat BBK (2005) Validation of some bridge pier scour formulate using field and laboratory data. Am J Environ Sci 1:119–125. https://doi.org/10.3844/ajessp.2005.119.125

    Article  Google Scholar 

  37. Landers MN, Mueller DS (1999) U.S. Geological survey field measurements of pier scour. In: Proceedings of the compendium of papers on ASCE water resources engineering conference 1991 to 1998, pp 585–607

  38. Richardson EV, Davis SR (2001) Evaluating scour at bridge, hydraulic engineering circular No. 18 (HEC-18). US Department of Transportation, Federal Highway

  39. Johnson PA (1992) Reliability-basd pier scour engineering. J Hydraul Eng 118:1344–1357. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:10(1344)

    Article  Google Scholar 

  40. Shen HW, Schneider VR, Karaki S (1969) Local scour around bridge piers. J Hydraul Div 95:1919–1940

    Google Scholar 

  41. Huang GB, Zhou H, Ding X, Zhang R (2012) Extreme learning machine for regression and multiclass classification. IEEE Trans Syst Man Cybern Part B 42:513–529. https://doi.org/10.1109/TSMCB.2011.2168604

    Article  Google Scholar 

  42. Huang GB, Zhu QY, Siew CK (2006) Extreme learning machine: theory and applications. Neurocomputing 70:489–501. https://doi.org/10.1016/j.neucom.2005.12.126

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hossein Bonakdari.

Ethics declarations

Conflict of interest

The authors declare there is no conflict of interest.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Ebtehaj, I., Bonakdari, H., Zaji, A.H. et al. Sensitivity analysis of parameters affecting scour depth around bridge piers based on the non-tuned, rapid extreme learning machine method. Neural Comput & Applic 31, 9145–9156 (2019). https://doi.org/10.1007/s00521-018-3696-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00521-018-3696-6

Keywords

Navigation