اثر هم‌افزایی هندسه ذوزنقه‌ای و شیب جانبی در سرریزهای کلید‌پیانویی

Afzalian, A.R., & Ahadiyan, J. (2015). Piano key weir with sloped parapet wall. Irrigation Sciences and Engineering, 38(2), 91–102.

Ahadiyan, J., Afzalian, A. (2016). 'Effect of Piers Geometric on the Hydraulic Properties of Piano Key Weirs', Journal of Water and Soil Conservation, 23(2), pp. 267-277. doi: 10.22069/jwfst.2016.3068

Ahmadi, M., Dehghani, A. A., & Safari, M. J. S. (2024) Experimental Investigation of Piano Key Weirs with Inclined Crests: Effects on Discharge Capacity and Flow Characteristics ISH. Journal of Hydraulic Engineering, 30(3), 1–14. DOI: 10.1080/09715010.2024.2302808

Bagheri, S., & Heidarpour, M. (2024) Impact of Weber number on scaled PKW models: A laboratory study. Experimental Thermal and Fluid Science, 153, 111023. DOI: 10.1016/j.expthermflusci.2023.111023

Cicero, G. M., Delisle, J. R., Lefebvre, V., & Vermeulen, J. (2013). Experimental and numerical study of the hydraulic performance of a trapezoidal Piano Key weir. Labyrinth and piano key weirs II, 265.‏

Crookston, B. M., Tullis, B. P., & Anderson, R. M. (2021) Piano key weir hydraulics: A global perspective on design advances Journal of Hydraulic Research, 59(5), 675–691. DOI: 10.1080/00221686.2021.1887389

Erpicum, S., Archambeau, P., Dewals, B., & Pirotton, M. (2017). Hydraulics of piano key weirs: a review. Labyrinth and Piano Key Weirs III, 27-36.‏

Gharahjeh, S., & Aydin, I. (2024) Performance evaluation of PKWs with asymmetric inlet/outlet widths Environmental Fluid Mechanics, 24(2), 487–505. DOI: 10.1007/s10652-023-09964-3

Ghodsian, M., & Sohrabzadeh-Anzani, H. (2023). Experimental study on flow over rectangular piano key weirs with slopped side crests. Modares Civil Engineering Journal, 23(2), 167–175.

Kabiri-Samani, A., Javaheri, A., & Borghei, S. M. (2021) Hydraulic performance of trapezoidal piano key weirs with rounded crest edges. Flow Measurement and Instrumentation, 81, 101970. DOI: 10.1016/j.flowmeasinst.2021.101970

Khassaf, S. I., Alabedi, H. J., & Al-Maliki, A. (2024) Geometric optimization of trapezoidal piano key weirs using CFD and AI. Water Resources Management, 38(4), 1563–1580. DOI: 10.1007/s11269-024-03725-1

Kheir-Abadi, M. A., Moghadam, M. K., Sabzevari, T., & Ghadampour, Z. (2020). An experimental study of the effects of the parapet walls geometry on the discharge coefficient of trapezoidal piano key weirs. Flow Measurement and Instrumentation, 73, 101742.‏

Kumar, M., Sihag, P., Tiwari, N. K., & Ranjan, S. (2020). Experimental study and modelling discharge coefficient of trapezoidal and rectangular piano key weirs. Applied Water Science, 10(1), 43.‏

Leite Ribeiro, M., Boillat, J.-L., Schleiss, A. J., & Laugier, F. (2009). Hydraulic capacity of piano key weirs. Journal of Hydraulic Engineering, 135(5), 448–456.

Machiels, O. (2012). Experimental study of the hydraulic behaviour of piano key weirs. PhD Thesis, University of Liège.

Mansouri, K., Ahadian, J. (2016). Blockage of Piano Key Weirs in Debris Flow with Individual Experiments. Irrigation Sciences and Engineering, 39(3), pp. 163-172. doi: 10.22055/jise.2016.12352

Parsaie, A., Dehghani, A. A., & Yasi, M. (2021) Predicting discharge coefficient of piano key weirs using machine learning models. Water, 13(1), 83. DOI: 10.3390/w13010083

Rezaei, M., Heidari, M., & Valipour, M. (2025) Machine learning-based prediction of PKW efficiency under varying crest slopes. Journal of Hydrology, 631, 131025. DOI: 10.1016/j.jhydrol.2024.131025

Sajadi, S. M., Ahadiyan, J., Qanavati, M. (2017). Effect of baffled outlet keys at Piano Key Weir on dissipating energy. Irrigation and Drainage Structures Engineering Research, 18(69), pp. 77-92. doi: 10.22092/aridse.2017.108456.1165

Sangsefidi, Y., Tavakol-Davani, H., Ghodsian, M., Mehraein, M., & Zarei, R. (2021). Hydrodynamics and free-flow characteristics of piano key weirs with different plan shapes. Water, 13(15), 2108.‏

Shaker, M., Yusuf, B., Khassaf, S., Mohamed, B., & Alias, N. A. (2023). Novel techniques to study the effect of parapet wall geometry on the performance of piano key weirs. Water, 15(13), 2307.‏

Sohrabzadeh, H., & Ghodsian, M. (2022). Experimental study of the effect of sidewall slope over the triangular PK weir. Journal of Hydraulics, 17(4), 17–30.

Yarmohammadi, B., Ahadian, J. (2016). Experimental Study of Flow Hydraulic in Piano Key Weirs at Different Parapet Wall. Irrigation Sciences and Engineering, 39(4), pp. 47-58. doi: 10.22055/jise.2016.12495.

Zhou, Y., Chen, Q., & Zhang, J. (2025) Hydraulic efficiency of multi-cycle PKWs with inclined sidewalls. Water Science and Technology: Water Supply, 25(1), ws2025001. DOI: 10.2166/ws.2025.001.