Skip to main content
Log in

An evaluation model of artificial neural network to predict stable width in gravel bed rivers

  • Original Paper
  • Published:
International Journal of Environmental Science and Technology Aims and scope Submit manuscript

Abstract

Regime width of alluvial channels is a vital problem in river morphology and channel design. Many equations are available in the literature to predict regime width of alluvial rivers. In general, there are many approaches to estimate regime width; however, none of them is widely accepted at present. This is due to the fact that most hypotheses have many constrains which may lead to simplify governing conditions and also lack of knowledge of some physical processes associated with channel formation and maintenance. Intelligent models are a new approach to describe complex problems one of which is artificial neural networks. In this research, initially, gravel bed rivers database was used in bankfull discharge condition to train various dimensional and non-dimensional neural-network schemes with three and four variables as input data, respectively. Then, the same database was applied to fit regression analysis to estimate regime width; this led to drive dimensional and non-dimensional equations. Finally, dimensional and non-dimensional neural-network models and regression equations were compared together based on 50% error bands with other dataset. Results show that neural network can adequately estimate the regime width in gravel bed rivers and multilayer perceptron network with one hidden layer and eight hidden neurons based on dimensional data set was selected as optimum network to predict regime width. A sensitivity analysis also shows that bankfull discharge has a greater influence on regime width of gravel bed channels than the other independent parameters in dimensional scheme of neural network.

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
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

References

  • Andrews ED (1984) Bed-material entrainment and hydraulic geometry of gravel-bed rivers in Colorado. Bull Geol Soc Am 95(3):371–378

    Article  Google Scholar 

  • Arbeláez AC, Guevara ME, Posada L, González LJ, Gallardo C A (2007) Regime Equations for Mountain Streams in the Cauca Region of Colombia, Hydrology Days Conference, pp 177–188

  • ASCE Task committee (2000) Artificial neural networks in hydrology: hydrologic applications. J Hydrol Eng 5(2):124–137

    Article  Google Scholar 

  • ASCE Task Committee on Hydraulics (1998) Bank Mechanics and modeling of river width adjustment 1: processes and mechanisms. J Hydraul Eng ASCE 124(9):881–902

    Article  Google Scholar 

  • Azmathullah HM, DEo MC, Deolalikar PB et al (2005) Neural network for estimation of scour downstream of a ski-jump bucket. J Hydra Eng 131(10):898–908

    Article  Google Scholar 

  • Azmathullah HM, DEo MC, Deolalikar PB (2006) Estimation of scour below spillways using neural networks. J Hydraul Res 44(1):61–69

    Article  Google Scholar 

  • Bandyopadhyay G, Chattopadhyay S (2007) Single hidden layer artificial neural network models versus multiple linear regression model in forecasting the time series of total ozone. Int J Environ Sci Tech 4(1):141–149

    CAS  Google Scholar 

  • Bateni SM, Borghei SM, Jeng DS (2007) Neural network and neuro-fuzzy assessments for scour depth around bridge piers. Eng Appl Artif Intell 20:401–414

    Google Scholar 

  • Bathurst JC (1985) Flow resistance estimation in mountain rivers. J Hydraul Eng 111(4):625–643

    Article  Google Scholar 

  • Bray DI (1982) Regime equations for gravel-bed rivers. In: Hey RD, Bathurst JC, Thorne CR (eds) Gravel Bed Rivers: Fluvial Processes. Eng Manag, pp 517–541

  • Chang HH (1988) Fluvial Processes in River Engineering. Wiley, NewYork

    Google Scholar 

  • Charlton FG, Brown PM, Benson RW (1978) The hydraulic geometry of some gravel rivers in Britain: report INT 180. Hydraulics Research Station, Wallingford, p 48

    Google Scholar 

  • Christiane I, Mulvihill CI, Filopowicz A, Coleman A, Baldigo BP (2007) Regionalized equations for bankfull discharge and channel characteristics of streams in New York State Hydrologic Regions 1 and 2 in the Adirondack Region of Northern New York: U.S. Geological Survey Scientific Investigations Report 2007–5189

  • Engelund F, Hansen E (1972) A monograph on sediment transport in alluvial streams. Teknisk Forlag, Copenhagen

    Google Scholar 

  • Farias HD, Pilan MT, Mattar MT, Pece FJ (1998) Regime width of alluvial channels: conciliation of several approaches parallel session. (parallel45), Basics of Sediment Transport and Scouring

  • Glover RE, Florey QL (1951) Stable channel profiles. U.S. Bureau of Reclamation, Washington, DC

    Google Scholar 

  • Hecht-Nielsen (1987) Neurocomputing picking the human brain. IEEE Spectrum 25(3):36–41

    Article  Google Scholar 

  • Hey RD, Thorne CR (1986) Stable channels with mobile gravel beds. J Hydraul Eng 112(8):671–689

    Article  Google Scholar 

  • Huang HQ, Nason GC (2000) Hydraulic geometry and maximum flow efficiency as products of the principle of least action. Earth Surf Process Land 25:1–16

    Article  Google Scholar 

  • Jia Y (1990) Minimum Froude number and the equilibrium of alluvial sand rivers. Earth Surface Proc Land Forms 15:199–209

    Article  Google Scholar 

  • Julien PY, Wargadalam J (1995) Alluvial channel geometry: theory and applications. J Hydraul Eng 121(4):312–325

    Article  Google Scholar 

  • Kallio BSSE (2010) Determining the bankfull discharge exceedance potential of agricultural ditches in Ohio: M.Sc. dissertation. Ohio State University, Ohio

    Google Scholar 

  • Kambekar AR, Deo MC (2003) Estimation of group pile scour using neural networks. Appl Ocean Res 25(4):225–234

    Article  Google Scholar 

  • Kellerhals R, Neill CR, Bray DI (1972) Hydraulic and geomorphic characteristics of rivers in Alberta: river engineering and surface hydrology report. Research Council of Alberta, Canada (No 721)

    Google Scholar 

  • Kumar DN, Ray A (1997) Application of artificial neural network for rainfall-runoff modeling. Proc. National Conf. on Fluid Mechanics and Fluid Power. Department of Applied Mechanics, Bangal Engineering College, Howra, india, December 26–28, D58–D61

  • Kuok KK, Harun S, Shamsuddin SM (2009) Particle swarm optimization feedforward neural network for modeling runoff. Int J Environ Sci Tech 7(1):67–78

    Google Scholar 

  • Lacey G (1930) Stable channels in alluvium: minutes of the proceeding. Inst of Civ Engrs 229:259–292

    Google Scholar 

  • Lane EW (1955) Design of stable canals. Transactions, ASCE 120:1234–1260

    Google Scholar 

  • Leopold LB, Maddock T (1953) The hydraulic geometry of stream channels and some physiographic implications. US Geological Survey Professional Paper 252

  • Liriano SL, Day RA (2001) Prediction of scour depth at culvert outlets using neural networks. J Hydroinformatics 3(4):231–238

    Google Scholar 

  • McCandless TL (2003) Maryland stream survey: bankfull discharge and channel characteristics of streams in the Allegheny Plateau. U.S. Fish and Wildlife Service Chesapeake Bay Field Office. p 33

  • Muzzammil M (2008) Application of neural networks to scour depth prediction at the bridge abutments. Eng Appl Comp Fluid Mech 2(1):30–40

    Google Scholar 

  • Nagy HM, Watanabe K, Hirano M (2002) Prediction of sediment load concentration in river using artificial neural network model. J Hydraulic Eng ASCE 128(6):588–595

    Article  Google Scholar 

  • Parker G (1978) Self-formed straight rivers with equilibrium banks and mobile bed. Part 2: the gravel river. J Fluid Mech 89(1):127–146

    Article  Google Scholar 

  • Parker G, Toro-Escobar CM, Ramey M, Beck S (2003) Effect of floodwater extraction on the morphology of mountain streams. JHydraul Eng 129(11):885

    Article  Google Scholar 

  • Parola AC, Skinner K, Curini ALW, Vesely WS, Hansen C, Jones MS (2005) Bankfull characteristics of select streams in the four rivers and upper Cumberland river basin management. University of Louisville and Kentucky Environmental and public Protection Cabinet. p 39

  • Pitlick J, Cress R (2002) Downstream changes in the channel of a large gravel bed river. Water Resour Res 38(10):1216–1226

    Article  Google Scholar 

  • Rajaee T, Mirbagheri SA, Nourani V, Alikhani A (2009) Prediction of daily suspended sediment load using wavelet and neurofuzzy combined model. Int J Environ Sci Tech 7(1):93–110

    Google Scholar 

  • Rinaldi M (2003) Recent channel adjustments in alluvial rivers of Tuscany, central Italy. Earth Surf Process Landforms 28(6):587–608

    Article  Google Scholar 

  • Sherwood JM, Huitger CA (2005) Bankfull charachtristics of Ohio streams and their relation to peak stream-flow. U.S. Geological Survey Scientific Investigations Report 2005–5153

  • Shirkhani R (2010) An experimental study of effect of flow variation on river bank erosion: M.Sc. dissertation. Dept of Civ Eng, Amirkabir University of Technology, Tehran

    Google Scholar 

  • Singh VP, Deng ZQ, Yang CT (2003) Downstream hydraulic geometry relations using the principles of minimum energy dissipation rate and maximum Entropy, Part I and Part II. Water Resources Research

  • Tahershamsi A, Menhaj MB, Ahmadian R (2006) Sediment loads prediction using multilayer feed forward neural networks. Amirkabir 16(63):103–110

    Google Scholar 

  • Tu JV (1996) Advantages and disadvantages of using artificial neural networks versus logistic regression for predicting medical outcomes. J Clin Epidemiol 49(11):1225–1231

    Article  CAS  Google Scholar 

  • Van den Berg JH (1995) Prediction of alluvial channel pattern of perennial rivers. Geomorphology 12(4):259–279

    Article  Google Scholar 

  • Wang J, Sui J, Guo L, Karney BW, Jüpner R (2010) Forecast of water level and ice jam thickness using the back propagation neural network and support vector machine methods. Int J Environ Sci Tech 7(2):215–224

    Google Scholar 

  • Wohl EE, Wilcox A (2005) Channel geometry of mountain streams in New Zealand. J Hydrol 300(1):252–266

    Article  Google Scholar 

  • Wohl E, Kuzma JN, Brown NE (2004) Reach-Scale channel geometry of a mountain river. Earth Surf Process Landforms 29(8):969–981

    Article  Google Scholar 

  • Zweiri YH, Whidborne JF, Sceviratne LD (2003) A three-term backpropagation algorithm. Neurocomputing 50:305–318

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to A. Tahershamsi.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Tahershamsi, A., Majdzade Tabatabai, M.R. & Shirkhani, R. An evaluation model of artificial neural network to predict stable width in gravel bed rivers. Int. J. Environ. Sci. Technol. 9, 333–342 (2012). https://doi.org/10.1007/s13762-012-0036-8

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s13762-012-0036-8

Keywords

Navigation