بررسی آزمایشگاهی تاثیر بستر زبر بر ضریب دبی سازه ترکیبی سرریز کنگره‌ای ذوزنقه‌ای - دریچه

Azhdari Moghaddam M and Jafari Nadoushan A, 2013. Hydraulic design of trapezoidal labyrinth weirs using computational hydrodynamics. Civil Journal of Modarres 13(2): 33-39. (In Persian with English abstract).  

Crookston BM, 2010. Labyrinth Weirs. Ph.D. dissertation, Utah State University, Logan, UT, USA.

Crookston BM and Tullis BP, 2012. Arced labyrinth weirs. Journal of Hydraulic Engineering 138(6): 555–562.

 Daneshfaraz R,  Norouzi R,  Abbaszadeh H and Azamathulla HM, 2022. Theoretical and experimental analysis of applicability of sill with different widths on the gate discharge coefficients. Water Supply 22 (10): 7767–7781.

 Daneshfaraz R,  Norouzi R,  Abbaszadeh H, Kuriqi A and Francesco SD, 2022. Influence of sill on the hydraulic regime in sluice gates: An experimental and numerical analysis. Fluids 7(7): 244-249.

 Fu ZF, Cui ZH, Dai WH and Chen YJ, 2018. Discharge coefficient of combined orifice-weir flow. Water 10(699):60-69.

Gharahgezlou M and Masoudian M, 2011. The effect of water head and diameter in discharge coefficient on cylindrical weir. 4th Conference on Water Resources Management of Iran. 4 July, Amir Kabir University, Tehran, Iran. p.8 (In Persian with English abstract)  

Heidari M, Ahmadi MM and Rahimpour M, 2012. Experimental investigation of combined flow over weirs and below gates. Journal of Irrigation and Water Engineering Research 2(8): 66-78. (In Persian with English abstract)  

Kheilapour M, Mozaffari J and Mohseni Movahed SA, 2021. Experimental study of discharge coefficient of combination labyrinth weirs. Journal of Hydraulic Structures 7(4):1-9.

Mirnaseri M and Emadi A, 2014. Hydraulic performance of combined flow labyrinth weir- gate. Advance in Agriculture and Biology 1(1): 1-7.  (In Persian with English abstract)  

 Naderi F, Masoudian M and Roettcher K, 2014. Investigation of flow side contraction in combined structure of cylindrical weir-gate. Water and Soil Science 24(4): 77-87. (In Persian with English abstract)  

 Negm AM, 2002. Combined free flow over weir and below gates. Journal of Hydraulic Research 40(3): 359-365.

 Pashazadeh M, Heidarpour M, Saghaianneghad SH and Razavian SH, 2016. Investigating the simultaneous flow from under the sliding valve and on the trapezoidal weir in the circular channel. Engineering Research of Irrigation and Drainage Structures 17(67): 33-46.  (In Persian with English abstract)    

 Pesarkello M and Emadi AR, 2019. Study the hydraulic flow on the compound structure of weir-gate with compound weir of circular-trapezoidal rectangular. Engineering Research of Irrigation and Drainage Structures 19(71): 99-112. (In Persian with English abstract)    

Salehi S and Azimi AH, 2019. Discharge characteristics of weir-orifice and weir-gate structures. Journal of Irrigation and Drainage Engineering 145(11): 04019025.

Souri A, Masoudian M, Kordi A and Roettcher K, 2014. Experimental investigation on discharge coefficient and energy loss amount changes of a cylindrical weir-gate with vertical movement. Journal of Civil and Environmental Engineering 44(4): 65-78.

Vahabnezhad H, 2018. Laboratory study of discharge of stratified labyrinth weir with and without flow breaker blade. M.Sc. Thesis in Water Structures, Department of Water Engineering, University of Tabriz. (In Persian with English abstract)