Hydraulic Jump and Resultant Flow Choking in a Circular Sewer Pipe of Steep Slope
نویسندگان
چکیده
منابع مشابه
The circular hydraulic jump in low gravity
Email alerting service here click or sign up in the box at the top right-hand corner of the article Receive free email alerts when new articles cite this article-An experimental study of the circular hydraulic jump (CHJ) was carried out to show how reducing gravity to 10 ¡ 2 times that of the Earth's normal gravity a¬ects the CHJ diameter and the downstream ®ow patterns. Water was the working ®...
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We present the results of an experimental investigation of the striking flow structures that may arise when a vertical jet of fluid impinges on a thin fluid layer overlying a horizontal boundary. Ellegaard et al. (1998, 1999) demonstrated that the axial symmetry of the circular hydraulic jump may be broken, resulting in steady polygonal jumps. In addition to these polygonal forms, our experimen...
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Stilling basins have been used as an energy dissipater downstream of hydraulic structures. Dimensions of the stilling basins depends on hydraulic jump characteristics. In this research diverging hydraulic jump with an adverse slope using baffle blocks and an end sill have been studied experimentally and effect of diverging angle of the walls, adverse bed slope and baffle blocks on the hydraulic...
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In an open channel, a hydraulic jump is the rapid transition from superto sub-critical flow associated with strong turbulence and air bubble entrainment in the mixing layer. New experiments were performed at relatively large Reynolds numbers using phase-detection probes. Some new signal analysis provided characteristic air–water time and length scales of the vortical structures advecting the ai...
متن کاملThe influence of surface tension on the circular hydraulic jump
We present the results of a combined theoretical and experimental investigation of the influence of surface tension σ on the laminar circular hydraulic jump. An expression is deduced for the magnitude of the radial curvature force per unit length along a circular jump, Fc =−σ (s − R)/Rj , where Rj is the jump radius, and s and R are, respectively, the arclength along the jump surface and radial...
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ژورنال
عنوان ژورنال: Water
سال: 2018
ISSN: 2073-4441
DOI: 10.3390/w10111674