Development of a discharge equation for side weirs using artificial neural networks

Journal of Hydroinformatics

Volumn 7, Issue 1, 2005, Pages 31-39

  Khorchani, Mohamed ^a   Blanpain, Olivier ^a  

^a UNIV LILLE   (France)

Author keywords

Artificial neural network; Non linear model; Overflow discharge; Side weir overflow

Indexed keywords

EID: 56449086262     PISSN: 14647141     EISSN: 14651734     Source Type: Journal    
DOI: 10.2166/hydro.2005.0004     Document Type: Article

References (15)

1. De Marchi, G. 1934 Essay on the performance of lateral weirs (in Italian). L’Energia Ellectrica, Milan 11 (11), 849–860.
2. El Khashab, L. & Smith, K. V. H. 1976 Experimental investigation of flow over side weirs. J. Hydraul. Div., ASCE 102 (HY9), 1255–1268.
3. Frazer, W. 1957 The behaviour of side weirs in prismatic rectangular channels. Proc. Inst. Civil Engnrs. 6, 305–327.
4. Hager, W. H. 1987 Lateral outflow over side weirs. J. Hydraul. Engng. 113 (4), 491–504.
5. Hall, M. J. & Minns, A. W. 1998 Regional flood frequency analysis using artificial neural networks. In: Proc. 3rd International Conference on Hydroinformatics, 24–26 August, 1998, Copenhagen, Denmark, Balkema, Rotterdam, pp. 759–763.
6. Henderson, F. M. 1966 Open Channel Flow. New York, MacMillan.
7. James, W. & Mitri, H. 1981 General algorithm for side weir overflow and diversion structures from combined sewer systems. Proceedings of the SWMM User’s Group Meeting, Austin, TX. CHI, Hamilton.
8. Krajewski, J. L. B., Laplace, D., Joannis, C. & Chebbo, G. 2000 Mesures en hydrologie urbaine et assainissement (in French). Lavoisier Tec & Doc. Paris, France.
9. Luk, K. C., Ball, J. E. & Sharma, A. 2000 A study of optimal model lag and spatial inputs to artificial neural network for rainfall forecasting. J. Hydrol. 227, 56–65.
10. Morshed, J. & Kaluarachchi, J. J. 1998 Application of artificial neural network and genetic algorithm in flow and transport simulations. Adv. Wat. Res. 22 (2), 145–158.
11. Petit, L., Blanpain, O. & Al-hajjar, J. 1998 Sensitivity analysis of Muskingum model to the inaccuracy of data describing the urban drainage networks. In: Proc. of 3rd International Conference on Hydroinformatics, 24–26 August, 1998, Copenhagen, Denmark, Balkema, Rotterdam, pp. 1137–1144.
12. Price, R. K., Samedov, J. N. & Solomatine D. P. 1998 An artificial neural network model of a generalized channel network. In: Proc. of 3rd International Conference on Hydroinformatics, 24–26 August, 1998, Copenhagen, Denmark, Balkema, Rotterdam, pp. 1145–1152.
13. Proano, C. O., Minns, A. W., Verwey, A. & Boogaard, H. F. P. 1998 Emulation of sewerage system computational model for the statistical processing of large numbers of simulations. In: Proc. of 3rd International Conference on Hydroinformatics, 24–26 August, 1998, Copenhagen, Denmark, Balkema, Rotterdam, pp. 813–818.
14. Subramanya, K. & Awasthy, S. C. 1972 Spatially varied flow over side-weirs. J. Hydraul. Div., ASCE 98 (HY1), 1–10.
15. Tynes, K. A. 1989 Hydraulics of side-channel weirs for regional detention basins. Masters Thesis, University of Texas at Austin.