تخمین عمق استغراق بحرانی در آبگیرهای افقی منشعب از مخزن با استفاده از روش‌های هوشمند و آماری

1-    Bina, K., Faghfoor, M.M. and Abrishami, J., 2012. Experimental comparison of discharge coefficient for mesh panel bottom intakes with and without sediment. Irrigation Sciences and Engineering, 35(1): 35-47.(In Persian).

2-    Daemi, A., 1998. Study on effective parameters on vortex formation at horizontal intake. Proceeding of Water Resources Engineering Conference, (2): 1900- 1906.

3-    Gordon, J.L., 1970. Vortices at intakes. International Water Power & Dam Construction, (4): 137-138.

4-    Gurbuzdal, F., 2009. Scale effects on the formation of vortices at intake structures. Master Thesis, Ankara, Turkey, Middle East Technical University.

5- Hecker, G.E. 1987. Fundamentals of vortex intake flow, swirling flow problems at intakes. IAHR hydraulic structures design manual, Vol. 1, Balkema, Rotterdam, Netherlands, 13–38.

6- Knauss, J. 1987. Prediction of critical submergence, swirling flow problems at intakes. IAHR hydraulic structures design manual, Vol. 1, Balkema, Rotterdam, Netherlands, 57–76

5-    Koza, J.R., 1992. Genetic Programming: On the Programming of Computers by Natural Selection, Cambridge, MA.

6-    Sheikhi, Y., Lashkar-Ara, B., and Valipour, M. 2016. Evaluation of critical submergence for horizontal intakes derived from the channel. Journal of Water and Soil Conservation, 23(4): 331-338. (In Persian).

7-    Wang, Y., Jiang, C. and Liang, D., 2011. Study on the critical submergence of surface vortices and the design of anti-vortex intakes. Science China Technological Sciences, 54(4): 799-804.

8-    Yildirim, N. and Kocabaş, F., 1995. Critical submergence for intakes in open channel flow. Journal of Hydraulic Engineering, 121(12): 900-905.

9-    Yildirim, N. and Kocabaş, F., 2002. Prediction of critical submergence for an intake pipe. Journal of Hydraulic Research, 40(4): 507-518.

10- Yildirim, N., Kocabaş, F. and Gülcan, S.C., 2000. Flow-boundary effects on critical submergence of intake pipe. Journal of Hydraulic Engineering, 126(4): 288-297.