2022
DOI: 10.1016/j.flowmeasinst.2021.102088
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Flow measurement using a triangular broad crested weir theory and experimental validation

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Cited by 10 publications
(11 citation statements)
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“…A sharp crested triangular weir was recently studied based on two theoretical models, a weir theory (Model I) and critical flow approach (Model II) [7]. Flow measurement using a triangular broad crested weir theory and experimental validation studied recently [8]. Theorical approach studied based on the application of dimensionless energy equation applied between a section taken in the approach channel and the weir under critical flow conditions [9,10].…”
Section: Introductionmentioning
confidence: 99%
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“…A sharp crested triangular weir was recently studied based on two theoretical models, a weir theory (Model I) and critical flow approach (Model II) [7]. Flow measurement using a triangular broad crested weir theory and experimental validation studied recently [8]. Theorical approach studied based on the application of dimensionless energy equation applied between a section taken in the approach channel and the weir under critical flow conditions [9,10].…”
Section: Introductionmentioning
confidence: 99%
“…Flow measurement using a triangular broad crested weir theory and experimental validation studied recently [8]. Theorical approach studied based on the application of dimensionless energy equation applied between a section taken in the approach channel and the weir under critical flow conditions [9,10]. Leeungculsatien and Lucas [11] designed an electromagnetic flow meter.…”
Section: Introductionmentioning
confidence: 99%
“…To this aim, the concepts of vena contracta [19] and the measured discharge coefficient C d , less than the unit, are used [20]. Many authors [3,21,22] studied the discharge coefficient, which includes all the effects neglected in the derivation (viscosity, surface tension, velocity head in the approach channel, flow turbulence, non-uniform velocity profile, and streamline curvature due to weir contraction) of the stage-discharge equation.…”
Section: Introductionmentioning
confidence: 99%
“…Lately, Achour and Amara [21] investigated a triangular broad-crested weir with p = 0 with a self-cleaning and semi-modular hydraulic behavior. The primary objective of their investigation was theoretically deriving the Q-h equation and C d considering the influence of the approach flow velocity.…”
Section: Introductionmentioning
confidence: 99%
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