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Development of a novel hybrid hydrodynamic particle simulation methodology to estimate discharge coefficient for broad-crested weirs
Sadra Shadkani, Mahdi Mohammadi Sergini, Faezeh Malekzadeh, Ali Saber, Nazanin Kabiri, Alireza Goodarzi and Amirreza Pak Flow Measurement and Instrumentation 102 102806 (2025) https://doi.org/10.1016/j.flowmeasinst.2024.102806
Numerical Investigation of Flow Characteristics of Broad-Crested Weirs with Different Geometry
Abdulkadir Demirçelik, Mehmet Mustafa Duman and Erdinç İkincioğulları Uluslararası Muhendislik Arastirma ve Gelistirme Dergisi 17(1) 247 (2025) https://doi.org/10.29137/umagd.1519268
DISCHARGE COEFFICIENTS OF ORIFICE AND NOTCH IN ICE-HARBOR FISHWAY
AN ATTEMPT TO EVALUATE THE DISCHARGE OF SIMULTANEOUS FLOW UNDER AND OVER A GATE BASED ON THE MOMENTUM THEOREM
Shinji ARAO, Kesayoshi HADANO and Makoto NODA Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 78(2) I_637 (2022) https://doi.org/10.2208/jscejhe.78.2_I_637
Flow over embankment gabion weirs in free flow conditions
Numerical investigation of the effect of geometric parameters on discharge coefficients for broad-crested weirs with sloped upstream and downstream faces
EVALUATION OF THE UPSTREAM WATER LEVEL OF THE FLOW OVER WEIRS WITH RECTANGULAR LONGITUDINAL CROSS-SECTION
Kesayoshi HADANO, Kenji TATARA, Hiroyuki NAGANO and Kazumitsu MURAOKA Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 77(1) 54 (2021) https://doi.org/10.2208/jscejhe.77.1_54
A novel approach for estimation of discharge coefficient in broad-crested weirs based on Harris Hawks Optimization algorithm
Discussion of “Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: An Experimental Study” by Farzin Salmasi, Nastaran Sabahi, and John Abraham
Discharge coefficient of broad-crested weirs as a function of the relative weir height for different weir lengths
Volodymyr Zhuk, Ivan Matlai, Ihor Popadiuk, Lesiia Vovk and Vladyslav Rehush Theory and Building Practice 2020(2) 63 (2020) https://doi.org/10.23939/jtbp2020.02.063
Hydraulic Characteristics of Flow over Submerged Dams
Submergence coefficient of full-width sharp-edged broad-crested rectangular weirs
Zbyněk Zachoval, Jakub Major, Ladislav Roušar, Ján Rumann, Jan Šulc and Jan Jandora Journal of Hydrology and Hydromechanics 67(4) 329 (2019) https://doi.org/10.2478/johh-2019-0022
Effect of Flaring Gate Piers on Discharge Coefficient for Finite Crest-Length Weirs
PROPOSAL OF WAVE OVERTOPPING FORMULA USING SIGNIFICANT WAVE HEIGHT AT TOE OF STRUC-TURE FOR VERTICAL SEAWALLS AND UNIFIED FOMULA FOR WAVE OVERTOPPING AND OVERFLOW
Yoji TANAKA, Katsuyuki SUZUYAMA, Naoto HIGUCHI and Hidenori SHIBAKI Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 74(2) I_1015 (2018) https://doi.org/10.2208/kaigan.74.I_1015
Hydraulics of Submerged Triangular Weirs and Weirs of Finite-Crest Length with Upstream and Downstream Ramps
THE NUMERICAL ANALYSIS OF OVERTOPPING, OVERFLOWING AND TRANSITION PROCESS IN THE STORM CONDITION
Katsuyuki SUZUYAMA, Naoto HIGUCHI and Hidenori SHIBAKI Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 72(2) I_241 (2016) https://doi.org/10.2208/kaigan.72.I_241
Clarifying Accuracy Degradation Factors of Sluice Gate Outflow Discharge by Analysis of Toch's formula
Hiroyuki SUZUKI, Yuuta SASSA, Hajime OKABE, Akira ISHII and Hiroyuki KUDOH Journal of Japan Society of Hydrology and Water Resources 28(4) 176 (2015) https://doi.org/10.3178/jjshwr.28.176
Development of rectangular broad-crested weirs for flow characteristics and discharge measurement
ESTIMATION AND CHARACTERIZATION OF SURPLUS OVERFLOW RATE CAUSED BY WAVES
Takeshi SUZUKI, Katsuyuki SUZUYAMA and Hidenori SHIBAKI Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 70(2) I_235 (2014) https://doi.org/10.2208/jscejoe.70.I_235
New Stage-Discharge Relationship for Weirs of Finite Crest Length