Discharge prediction of circular and rectangular side orifices using artificial neural networks
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-015-0440-y.pdf
Reference30 articles.
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3. Bilhan, O., Emiroglu, M. E., and Kisi, Ö. (2010). “Application of two different neural network techniques to lateral outflow over rectangular side weirs located on a straight channel.” Advances in Engineering Software, Vol. 41, No. 6, pp. 831–837, DOI: 10.1016/j.advengsoft.2010.03.001 .
4. Bilhan, O., Emiroglu, M. E., and Kisi, Ö. (2011). “Use of artificial neural networks for prediction of discharge coefficient of triangular labyrinth side weir in curved channels.” Advances in Engineering Software, Vol. 42, No. 4, pp. 208–214, DOI: 10.1016/j.advengsoft.2011.02.006 .
5. Borghei, M., Jalili, M. R., and Ghodsian, M. (1999). “Discharge coefficient for sharp crested side weir in subcritical flow.” Journal of Hydraulic Engineering, Vol. 125, No. 10, pp. 1051–1056, DOI: 10.1061/(ASCE)0733-9429(1999)125:10(1051) .
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