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Numerical investigation of the effect of geometric parameters on discharge coefficients for broad-crested weirs with sloped upstream and downstream faces
New Stage–Discharge Relationship for Triangular Broad-Crested Weirs
Alessio Nicosia, Francesco Giuseppe Carollo, Costanza Di Stefano and Vito Ferro Water 14(19) 2993 (2022) https://doi.org/10.3390/w14192993
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
Effects of different configurations of sloping crests and upstream and downstream ramps on the discharge coefficient for broad-crested weirs
Discussion of “Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: An Experimental Study” by Farzin Salmasi, Nastaran Sabahi, and John Abraham
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
Submerged Flow over Barrage Weirs: A Computational Fluid Dynamics Model Study
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
Discussion of “Hydrodynamics of Rectangular Broad-Crested Porous Weirs” by Akbar Safarzadeh and Seyed Hossein Mohajeri
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
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
Discharge Coefficient of Rectangular Short-Crested Weir with Varying Slope Coefficients
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
Comparison the hydraulic characteristics of finite crest length weir with quarter-circular crested weir
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
Submerged Flows over Rectangular Weirs of Finite Crest Length
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
Flow resistance of vegetated oblique weir-like obstacles during high water stages