2021
DOI: 10.3390/w13182572
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Experimental Analysis on the Use of Counterflow Jets as a System for the Stabilization of the Spatial Hydraulic Jump

Abstract: This study presents an investigation on the use of submerged counterflow jets as a means for stabilizing the spatial hydraulic jump occurring in abruptly expanding channels. The characteristics of the flow downstream from the stilling basin and the main parameters influencing the effectiveness of the device in improving flow uniformity and reducing scouring potential are examined in laboratory tests, under several geometric configurations and hydraulic boundary conditions. The position within the stilling basi… Show more

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Cited by 7 publications
(3 citation statements)
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“…Figure 7(b) compares the mean L j /y 1 values in the one-jet, two-jet, and non-jet modes of LJF with the Silvester (1964) and Hager (1992) equations (Equations ( 10) and ( 11), respectively). According to the observations in the hydraulic conditions leading to the S-jump, the main flow continues as a sinusoidal wave to the end of the flume (Hajialigol et al (2021) and Sharoonizadeh et al (2021) experiments also confirms this), and the first wavelength is selected as the S-jump length. It shows the possibility of erosion and scouring downstream of the basin with a length equal to Equations ( 10) and ( 11), and therefore, using the LJF system, especially with two jets, significantly affects spatial jump control.…”
Section: Relative Length Of the Hydraulic Jumpmentioning
confidence: 55%
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“…Figure 7(b) compares the mean L j /y 1 values in the one-jet, two-jet, and non-jet modes of LJF with the Silvester (1964) and Hager (1992) equations (Equations ( 10) and ( 11), respectively). According to the observations in the hydraulic conditions leading to the S-jump, the main flow continues as a sinusoidal wave to the end of the flume (Hajialigol et al (2021) and Sharoonizadeh et al (2021) experiments also confirms this), and the first wavelength is selected as the S-jump length. It shows the possibility of erosion and scouring downstream of the basin with a length equal to Equations ( 10) and ( 11), and therefore, using the LJF system, especially with two jets, significantly affects spatial jump control.…”
Section: Relative Length Of the Hydraulic Jumpmentioning
confidence: 55%
“…In a spatial hydraulic jump, the main flow is centered at one side of the flume with high velocity continuing up to the end of the channel; however, upward flow occurs at the other side. The supercritical flow extends over the whole tailwater channel without completely transmitting to the subcritical flow (Sharoonizadeh et al 2021). Figure 4 indicates the flow pattern in the abruptly expanding channel equipped with LJF compared to the scenario without LJF.…”
Section: Experimental Observationsmentioning
confidence: 99%
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