Articles citing this article

The Citing articles tool gives a list of articles citing the current article.
The citing articles come from EDP Sciences database, as well as other publishers participating in CrossRef Cited-by Linking Program. You can set up your personal account to receive an email alert each time this article is cited by a new article (see the menu on the right-hand side of the abstract page).

Cited article:

Flow through a sluice gate over a broad crested weir under free- and submerged-flow conditions

Amin Seyedzadeh, Mehdi Yasi, Javad Farhoudi and Andreas Malcherek
ISH Journal of Hydraulic Engineering 29 (4) 446 (2023)
https://doi.org/10.1080/09715010.2022.2094733

Flow-Through Short-Crested Trapezoidal Weirs: Effect of Downstream Slope

Pankaj Singh and Dhrubajyoti Sen
Journal of Irrigation and Drainage Engineering 149 (8) (2023)
https://doi.org/10.1061/JIDEDH.IRENG-10076

EVALUATION OF THE UPSTREAM WATER LEVEL OF THE FLOW OVER FINITE-LENGTH WEIRS WITH RECTANGULAR CROSS-SECTION IN THE FLOW DIRECTION

Kesayoshi HADANO, Kenji TATARA, Hiroyuki NAGANO and Kazumitsu MURAOKA
Journal of JSCE 11 (1) n/a (2023)
https://doi.org/10.2208/journalofjsce.23-00138

Flow measurement by vegetated weirs: An investigation on discharge coefficient reduction by crest vegetation

Ruidi Bai, Maolin Zhou, Zhou Yan, Jianmin Zhang and Hang Wang
Journal of Hydrology 620 129552 (2023)
https://doi.org/10.1016/j.jhydrol.2023.129552

Flow over embankment gabion weirs in free flow conditions

Roya Biabani, Farzin Salmasi, Meysam Nouri and John Abraham
Journal of Hydro-environment Research 44 65 (2022)
https://doi.org/10.1016/j.jher.2022.08.001

Numerical investigation of the effect of geometric parameters on discharge coefficients for broad-crested weirs with sloped upstream and downstream faces

Faezeh Malekzadeh, Farzin Salmasi, John Abraham and Hadi Arvanaghi
Applied Water Science 12 (5) (2022)
https://doi.org/10.1007/s13201-022-01631-5

Prediction of discharge through a sharp-crested triangular weir using ANN model trained with Levenberg–Marquardt algorithm

Md. Shaheer Ali, Md. Ayaz and Talib Mansoor
Modeling Earth Systems and Environment 8 (1) 1405 (2022)
https://doi.org/10.1007/s40808-021-01167-8

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

Bahram Nourani, Hadi Arvanaghi and Farzin Salmasi
Journal of Hydrology 603 126940 (2021)
https://doi.org/10.1016/j.jhydrol.2021.126940

Discussion of “Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: An Experimental Study” by Farzin Salmasi, Nastaran Sabahi, and John Abraham

Amir H. Azimi
Journal of Irrigation and Drainage Engineering 147 (11) (2021)
https://doi.org/10.1061/(ASCE)IR.1943-4774.0001625

A novel approach for estimation of discharge coefficient in broad-crested weirs based on Harris Hawks Optimization algorithm

Bahram Nourani, Hadi Arvanaghi and Farzin Salmasi
Flow Measurement and Instrumentation 79 101916 (2021)
https://doi.org/10.1016/j.flowmeasinst.2021.101916

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

Effect of Height and Surface Roughness of a Broad Crested Weir on the Discharge Coefficient: Experimental Study

Rafid Alboresha and Uday Hatem
IOP Conference Series: Materials Science and Engineering 1090 (1) 012087 (2021)
https://doi.org/10.1088/1757-899X/1090/1/012087

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

Farzin Salmasi and John Abraham
Journal of Irrigation and Drainage Engineering 146 (4) (2020)
https://doi.org/10.1061/(ASCE)IR.1943-4774.0001450

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

Yuejun Chen, Zongfu Fu, Qingsheng Chen and Zhen Cui
Water 10 (2) 204 (2018)
https://doi.org/10.3390/w10020204

Effect of Flaring Gate Piers on Discharge Coefficient for Finite Crest-Length Weirs

Zhong Tian, Wei Wang, Ruidi Bai and Nan Li
Water 10 (10) 1349 (2018)
https://doi.org/10.3390/w10101349

Hydraulics of Submerged Triangular Weirs and Weirs of Finite-Crest Length with Upstream and Downstream Ramps

Sara Seyed Hakim and Amir H. Azimi
Journal of Irrigation and Drainage Engineering 143 (8) (2017)
https://doi.org/10.1061/(ASCE)IR.1943-4774.0001207

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

Jahanshir Mohammadzadeh-Habili, Manouchehr Heidarpour and Amirhamzeh Haghiabi
Flow Measurement and Instrumentation 52 77 (2016)
https://doi.org/10.1016/j.flowmeasinst.2016.09.009

Development of rectangular broad-crested weirs for flow characteristics and discharge measurement

Kiumars Badr and Dariush Mowla
KSCE Journal of Civil Engineering 19 (1) 136 (2015)
https://doi.org/10.1007/s12205-012-0433-z

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

Flow resistance of vegetated oblique weir-like obstacles during high water stages

S. Ali and W. S. J. Uijttewaal
Hydrology and Earth System Sciences 18 (1) 1 (2014)
https://doi.org/10.5194/hess-18-1-2014

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

S. Ali and W. S. J. Uijttewaal
Hydrology and Earth System Sciences Discussions 10 (4) 5491 (2013)
https://doi.org/10.5194/hessd-10-5491-2013

A note on sharp-crested weirs and weirs of finite crest length

Amir Hossein Azimi, Nallamuthu Rajaratnam and David Z. Zhu
Canadian Journal of Civil Engineering 39 (11) 1234 (2012)
https://doi.org/10.1139/l2012-106

Free-Surface Profiles, Velocity and Pressure Distributions on a Broad-Crested Weir: A Physical Study

Stefan Felder and Hubert Chanson
Journal of Irrigation and Drainage Engineering 138 (12) 1068 (2012)
https://doi.org/10.1061/(ASCE)IR.1943-4774.0000515

Flow Characteristics of Rectangular Broad-Crested Weirs with Sloped Upstream Face

Ehsan GOodarzi, Javad Farhoudi and Naser Shokri
Journal of Hydrology and Hydromechanics 60 (2) 87 (2012)
https://doi.org/10.2478/v10098-012-0008-1

Free-surface flows with near-critical flow conditions

H. Chanson
Canadian Journal of Civil Engineering 23 (6) 1272 (1996)
https://doi.org/10.1139/l96-936