اثر ارتفاع و فاصله اولین زبری در استهلاک انرژی سرریزهای کلیدپیانویی

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2-    Afzalian, A. and Ahadian, J., 2014. Piano key weirs with sloped parapet wall. Irrigation Sciences and Engineering, 38(2), pp.91-102. (In Persian).

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6-    Erpicum, S. and Machiels, O., 2011.  Energy dissipation on a stepped spillway downstream of a Piano Key Weirs – Experimental study, Labyrinth and piano key weirs-PKW 2011, Taylor & francis Group, London, pp.105-111.

7-    Erpicum, S,. Machiels, O,. Dewals, B.J,. Pirotton, M,. Archambeau, P., 2012. Numerical and Physical hydraulic modeling of Piano Key Weirs. HECE Research Group, ArGEnCo Department, University of Leige. Wallonia. Belgium.

8-    Javaheri, A. and Kabiri-Samani, A. R., 2011. Flow hydraulic on piano key weirs. M. Sc. Thesis. Faculty of Civil Engineering. Esfahan University of Technology. (in Persian)

9-    Katourani, S. and Kashefipour, S. M., 2012. Effect of the geometric characteristics of baffle on hydraulic flow conditions in baffled apron drop. Irrigation Sciences and Engineering, 37(2), pp.51-59. (In Persian).

10- Lempèrière F. and Ouamane A., 2003. The piano key Weir: a new cost-effective solution for spillways, International Journal of Hydropower and Dams, 10 (5), pp.144-149.

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13- Shafai Bejestan, M., 2011. Basic concepts and application of physical-hydraulic modeling. Shahid Chamran University of Ahvaz Publishing House. Ahvaz. Iran. (In persian).

14- Yarmohammadi, B., 2015. Effect of parapet wall on the inlet submergence in piano key weirs. M. Sc. Thesis. Faculty of Water Engineering. Shahid Chamran University of Ahvaz. Ahvaz, Iran.
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