Estimating width of the stable channels using multivariable mathematical models

Arabian Journal of Geosciences

Volumn 9, Issue 4, 2016, Pages

  Yousefi, Neda ^a   Khodashenas, Saeed Reza ^a   Eslamian, Saeid ^b   Askari, Zahra ^c  

^a FERDOWSI UNIVERSITY OF MASHHAD   (Iran)

^b ISFAHAN UNIVERSITY OF TECHNOLOGY   (Iran)

^c SHAHREKORD UNIVERSITY   (Iran)

Author keywords

Alluvial rivers; Artificial neural networks; Multivariate regression; Perceptron; Stable width

Indexed keywords

ALLUVIAL DEPOSIT; ARTIFICIAL NEURAL NETWORK; DATA SET; EQUILIBRIUM; ESTIMATION METHOD; GEOMETRY; MULTIVARIATE ANALYSIS; NUMERICAL MODEL; RIVER CHANNEL; SEDIMENT TRANSPORT;

EID: 84973890967     PISSN: 18667511     EISSN: 18667538     Source Type: Journal    
DOI: 10.1007/s12517-016-2322-0     Document Type: Article

References (35)

1. Abdolhoseini M., Afzalimehr H., and Mostafazadefard B, (2006). Determination of regime equation for Karaj river. 7th International River Engineering Conference, Ahvaz
2. Afzalimehr H (2001) Stable channel design in gravel bed. J Agric Sci Nat Resour 5(3):17–30
3. Afzalimehr H, Abdolhosseini M, Singh VP (2010) Hydraulic geometryrelations for stable channel design. J Hydrol Eng 15(10):859–864
4. Akbari D, Zandparsa S, Javan M (2005) Review the applicability of the regime equations in the design of alluvial channels in Kamfiruz region of Fars province. J Agric Sci Nat Resour 12(4)
5. Allen PM, Arlond JG, Byars BW (1994). Downstream channel geometry for use inplanning-model models. Water Resour Bull 30(4):663–671
6. Anderson RJ, Bledsoe BP, Hession WC (2004) Width of streams and rivers in response to vegetation,bank material, and other factors. J Am Water Resour Assoc 40(5):1159–1172
7. Andrews ED (1984) Bed material entrainment and hydraulic geometry of gravel-bed rivers in Colorado. Geol Soc Am Bull 95:371–378
8. Azamathulla HM (2013) Gene-expression programming to predict friction factor of Southern Italian Rivers. Neural Comput & Applic 23(5):1421–1426
9. Azamathulla HM, Deo MC, Deolalikar PB (2005) Neural networks for estimation of scour downstream of a ski-jump bucket. ASCE, J Hydraul Eng 131(10):898–908
10. Azamathulla HM, Deo MC, Deolalikar PB (2006) Estimation of scour below spillways using neural networks. IAHR, J Hydraul Res 44(1):61–69
11. Belsley D.A., and R.E. Welsch, (2004). Regression diagnostics; John Wiley annd Sons, 292 pages
12. Bray DL (1982) Regime equations for gravel bed rivers. In: Hey RD, Bathurst JC, Thorne CR (eds) Gravel bed rivers. New York, John Wiley and Sons, p 242–245
13. Brownlie WR (1981) Compilation of alluvial channel data: laboratory and field. California Institute of Technology. http://resolver.caltech.edu/CaltechKHR:KH-R-43B
14. Chang HH (1980) Stable alluvial canal design. J Hyd Div ASCE 106(5):873–891
15. Chemma NM, Miguel AM, Johannes JD (1997) Stable width of analluvial channel. J Irrig Drain Eng 123(1):55–61
16. Chitale SV (1973) Theory and relationship of river channel patterns. J Hydol Vol 19:285–308
17. Darby SE (2005) Refined hydraulic geometry data for British gravel-bed rivers. J Hydraul Eng 131(1):60–64
18. Glover RE, Florey QL (1951) Stable channels profiles. US Bur Reclam, Hydraul Rep No 325
19. Hey RD (2006) Fluvial geomorphological methodology for natural stable channel design. Am Water Resour Assoc 42(2):357–386
20. Hey RR, Thorne CR (1986) Stable channels with mobile beds. J Hydr Engrg, ASCE 112(8):671–689
21. Jaydari S, Soltani S (2008) Progressig of regym empirical equations in Kashkan River. Third Congress Water Resources Management. University of Tabriz, Iran
22. Jaydari Sh, Soltani Sh (2009) Improving empirical regime equations in Kashkan river by increasing parameters. 3rd conference of water sources in Iran, Tabriz
23. KellerHals R (1967) Stable channels with gravel-paved beds. J Watrwy Div ASCE 93(1):63–84
24. Neil CR (1986) Stable channels with mobile gravel beds. J Hydraul Eng 112(8):671–689
25. Neil CR (1988) Discussion on "stable channels with mobile gravel-Beds", by Hey and Thorne. ASCE, J Hyd Eng 114(3):339–341
26. Nixon M (1959) A study of bankfull discharge of rivers in England and wales. Procceding of the institution of civil engineers 12:157–175
27. Parker G (1979) Hydraulic geometry of active gravel rivers. ASCE, J Hyd Div 105(9):1185–1201
28. Parker G (1982) Discussion on the regime equations for gravel-bed rivers. In: Hey RD, Bathurst JC, Thorne CR (eds) Gravel-bed rivers. New York, John Wiley & Sons, p 542–551
29. Parker G, Wilcok PR, Paola C, Dietrich WE, Pitlick J (2007) Physical basis for quasi-universal relations describing bankfull hydraulic geometry of single-thread gravel bed rivers. J Geophys Res 112(f4):1–21
30. Rezaeepajand H., and Bozorgniya A, (2002).Analysis of linear regression and its usage, Azad University publisher
31. Riahi Madvar, H., Ayyoubzadeh, S. A., and Khasheei, A., 2007, Prediction of stable channel’s behavior. Proceeding of the First National Conference on Dams and Hydraulic Structures, Karaj, Iran, 23-24 Aban 1386
32. Riahi-Madvar H, Ayyoubzadeh SA, Gholizadeh Atani M (2011) Developing an expert system for predicting alluvial channel geometry using ANN. Expert Syst Appl 38:215–222
33. Sharifi S, Sterling M (2010) Using the Shiono and Knight model to predict sediment transport. European IAHR Congress. HeriotWatt University, Edinburgh: Scotland
34. Simons DB, Albertson ML (1960) Uniform water conveyance channels in alluvial materials. Trans ASCE 128(1):165–167
35. Xu J (2004) Comparison of hydraulic geometry between sand- and gravel-bed rivers inrelation to channel pattern discrimination. Earth Surf Process Landf 29(5):645–657