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Relevant bibliographies by topics / HYDRAULICS JUMP

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Academic literature on the topic 'HYDRAULICS JUMP'

Author: Grafiati

Published: 11 September 2023

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Journal articles on the topic "HYDRAULICS JUMP"

1

Heller, Valentin, Willi H. Hager, and Hans-Erwin Minor. "Ski Jump Hydraulics." Journal of Hydraulic Engineering 131, no. 5 (2005): 347–55. http://dx.doi.org/10.1061/(asce)0733-9429(2005)131:5(347).

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2

Steiner, Remo, Valentin Heller, Willi H. Hager, and Hans-Erwin Minor. "Deflector Ski Jump Hydraulics." Journal of Hydraulic Engineering 134, no. 5 (2008): 562–71. http://dx.doi.org/10.1061/(asce)0733-9429(2008)134:5(562).

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Hotchkiss, Rollin H., Patrick J. Flanagan, and Kevin Donahoo. "Hydraulic Jumps in Broken-Back Culverts." Transportation Research Record: Journal of the Transportation Research Board 1851, no. 1 (2003): 35–44. http://dx.doi.org/10.3141/1851-04.

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A broken-back culvert has one or more changes in grade within the prismatic barrel profile. One section of a broken-back culvert is usually steep, with the steep slope contributing to high outlet velocities unless a hydraulic jump forms upstream from the culvert outlet. Predictive equations have been published for a wide range of experimental conditions but still do not describe the hydraulics of a jump as it traverses the steeply sloped section and the most downstream section of a broken-back culvert. A computer program, the Broken-Back Culvert Analysis Program (BCAP), analyzes the hydraulics

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4

Hager, Willi H. "Classical hydraulic jump: free surface profile." Canadian Journal of Civil Engineering 20, no. 3 (1993): 536–39. http://dx.doi.org/10.1139/l93-068.

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Based on a large number of experiments, a simple formula is developed for the time-averaged free surface profile of a classical hydraulic jump. This novel approach is based on the length of the roller. The resulting surface profile fits the data well for usual inflow Froude numbers in the range of 2 to 10. Key words: backwater, channel flow, hydraulics, open channel, surface profile.

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Bayon-Barrachina, Arnau, and Petra Amparo Lopez-Jimenez. "Numerical analysis of hydraulic jumps using OpenFOAM." Journal of Hydroinformatics 17, no. 4 (2015): 662–78. http://dx.doi.org/10.2166/hydro.2015.041.

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The present paper deals with a hydraulic jump study, characterization and numerical modeling. Hydraulic jumps constitute a common phenomenon in the hydraulics of open channels that increases the shear stress on streambeds, so promoting their erosion. A three-dimensional computational fluid dynamics model is proposed to analyze hydraulic jumps in horizontal smooth rectangular prismatic open-air channels (i.e., the so-called classical hydraulic jump). Turbulence is modeled using three widely used Reynolds-averaged Navier–Stokes (RANS) models, namely: Standard k − ɛ, RNG k − ɛ, and SST k − ω. The

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6

Lauria, Agostino, and Giancarlo Alfonsi. "Numerical Investigation of Ski Jump Hydraulics." Journal of Hydraulic Engineering 146, no. 4 (2020): 04020012. http://dx.doi.org/10.1061/(asce)hy.1943-7900.0001718.

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7

Godo, Anna M., and J. A. McCorquodale. "Effect of diurnal temperature variation on the hydraulics of clarifiers." Canadian Journal of Civil Engineering 18, no. 6 (1991): 1084–87. http://dx.doi.org/10.1139/l91-131.

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This study was carried out to obtain data on the behaviour of thermally induced density currents in primary rectangular clarifiers so that better models can be developed for these units. This note deals with the case when the influent is cooler than the ambient temperature in the tank. The experiments were made in a model with a scale of about 1:20 compared to the typical full-scale clarifier. Temperature surveys and dye tests were carried out for turbulent flow and temperature differences between influent and effluent that were equivalent to ±0.2 °C in the prototype on a diurnal basis. The re

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8

Dermawan, V., D. R. Dermawan, M. J. Ismoyo, and P. H. Wicaksono. "Investigation Of Hydraulic Flow Characteristics On Drop Structures." IOP Conference Series: Earth and Environmental Science 930, no. 1 (2021): 012028. http://dx.doi.org/10.1088/1755-1315/930/1/012028.

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Abstract Drop structures are required if the slope of the ground level is steeper than the maximum allowable gradient channel. Drop structures become bigger as height increases. Its hydraulic capability may be reduced due to variations of jets falling on the stilling basin floor due to discharge changing. Drop structures should not be used if the change in energy level exceeds 1.50 m. The free-falling overflow on drop structures will hit the stilling basin and move downstream. As a result of overflows and turbulence in the pool below the nappe, some energy is dissipated at the front. The rest

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9

Stojnic, Ivan, Michael Pfister, Jorge Matos, and Anton J. Schleiss. "Plain Stilling Basin Performance below 30° and 50° Inclined Smooth and Stepped Chutes." Water 14, no. 23 (2022): 3976. http://dx.doi.org/10.3390/w14233976.

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Energy dissipators, such as stilling basins, are usually required at the toe of stepped chutes to achieve adequate and safe operation of the spillway. Stepped chute hydraulics has been extensively studied in last several decades, however, only limited knowledge is available on the stilling basin performance below stepped chutes. In particular, the effect of the chute slope remains unknown, despite being a central design issue. Therefore, an experimental campaign was performed using a 30° or 50° inclined smooth or stepped chute with an adjacent conventional plain stilling basin. The experimenta

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Gama, Italon Rilson Vicente, André Luiz Andrade Simões, Harry Edmar Schulz, and Rodrigo De Melo Porto. "CÓDIGO LIVRE PARA SOLUÇÃO NUMÉRICA DAS EQUAÇÕES DE SAINT-VENANT EM CANAIS TRAPEZOIDAIS ASSIMÉTRICOS." Revista Eletrônica de Gestão e Tecnologias Ambientais 8, no. 2 (2020): 145. http://dx.doi.org/10.9771/gesta.v8i2.38913.

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<p>Ondas de cheia em canais e ondas produzidas por manobras em comportas são alguns fenômenos simulados com as equações de Saint-Venant em aplicações de engenharia. Um novo código foi desenvolvido para a solução dessas equações aplicadas a um canal trapezoidal assimétrico, empregando o método de volumes finitos de Lax e Friedrichs. Foi adotada uma linguagem de programação reconhecida por um <em>software</em> livre. Três testes numéricos foram realizados. O primeiro, correspondente à passagem de uma onda de cheia em um canal retangular, apresentou aderência aos resultados obti

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Dissertations / Theses on the topic "HYDRAULICS JUMP"

1

Gan, Jianping 1962. "Internal hydraulics, solutions and associated mixing in a stratified sound." Thesis, McGill University, 1990. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=60021.

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Observations of tidally forced flow in a constricted region of a highly stratified sound are examined as a problem of two-layer hydraulic exchange. It is shown that the narrowest section and the region downstream of the narrowest section were subject to internal hydraulic control. Bores moved upstream and evolved into packets of internal solitary waves with 3-6 minute period when the tide turned to ebb. Using results from different models of the solitary wave based on the KdV equation, it is shown that the second-order nonlinear term must be included in the two-layer model. The results from a

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2

Tabatabaian, M. (Mehrzad). "Depth-averaged recirculating flow in a square depth." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=65441.

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3

Hadjerioua, Boualem 1957. "Behavior of hydraulic jump basins." Thesis, The University of Arizona, 1990. http://hdl.handle.net/10150/291709.

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The goal of this project was to determine the performance of two types of stilling basins with varying tailwater elevation. The performance was evaluated in terms of scour at the toe of the stilling basin and containment of the jump in the basin. The investigation involved establishing the relationships for different flow rates, different velocities and depth of approach flow for the U.S. Bureau of Reclamation stilling basins III and IV. It is well known that the Bureau of reclamation stilling basins perform satisfactorily for design tailwater conditions. It is not clear how much higher or low

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4

Simsek, Cagdas. "Forced Hydraulic Jump On Artificially Roughened Beds." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12608038/index.pdf.

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In the scope of the study, prismatic roughness elements with different longitudinal spacing and arrangements have been tested in a rectangular flume in order to reveal their effects on fundamental characteristics of a hydraulic jump. Two basic roughness types with altering arrangements have been tested. Roughness elements of the first type extends through the channel width against the flow with varying length and pitch ratios for different arrangements. The second type is of staggered essence and produced by piecing the roughness elements defined in the initial type into three parts which are

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Evcimen, Taylan Ulas. "The Effect Of Prismatic Roughness Elemnts On Hydraulic Jump." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12605792/index.pdf.

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The objective of this study is to determine the effect of different roughness types and arrangements on hydraulic jump characteristics in a rectangular channel. Three different types of roughness were used along experiments. All of them had rectangular prism shapes and that were placed normal to the flow direction. To avoid cavitation, height of roughness elements were arranged according to level of the channel inlet, so that the crests of roughness elements would not be protruding into the flow. The effects of roughness type and arrangement on hydraulic jump properties, i.e. energy dissipati

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Evcimen, Taylan Ulas. "Effect Of Prismatic Roughness On Hydraulic Jump In Trapezoidal Channels." Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614467/index.pdf.

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A study of the hydraulic jump on a trapezoidal prismatic channel and roughened beds is presented. Extensive measurements have been made regarding the characteristics of hydraulic jumps as sequent depths, wing fluctuations, energy dissipation and jump length on artificially roughened beds for Froude numbers between 4.16 and 14.58. Three different types of prismatic roughness elements and nine different roughness patterns were installed separately on channel bottom and side walls throughout the experiments to obtain rough surfaces. Strip roughness elements were built from fiberglass sheets and i

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7

Ogden, Kelly Anne. "Internal hydraulic jumps with upstream shear." Thesis, Massachusetts Institute of Technology, 2017. http://hdl.handle.net/1721.1/109055.

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Thesis: Ph. D., Joint Program in Physical Oceanography (Massachusetts Institute of Technology, Department of Earth, Atmospheric, and Planetary Sciences; and the Woods Hole Oceanographic Institution), 2017.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 233-237).<br>Internal hydraulic jumps in flows with upstream shear are investigated numerically and theoretically. The role of upstream shear has not previously been thoroughly investigated, although it is important in many oceanographic flows such as exchange flows and stratified flow over topography. Sev

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MacDonald, R. G. "Flow and sediment transport at hydraulic jumps." Thesis, University of East Anglia, 2010. https://ueaeprints.uea.ac.uk/20506/.

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9

Larson, Emily Anne. "Energy dissipation in culverts by forcing a hydraulic jump at the outlet." Online access for everyone, 2004. http://www.dissertations.wsu.edu/Thesis/Summer2004/e%5Flarson%5F081604.pdf.

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THIN, THWE THWE. "FUNDAMENTAL STUDY ON UNDULAR AND DISCONTINUOUS HYDRAULIC JUMPS BY MEANS OF ＡSIMPLIFIED MOMENTUM EQUATION". Kyoto University, 2020. http://hdl.handle.net/2433/259024.

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Books on the topic "HYDRAULICS JUMP"

1

Hager, Willi H. Energy Dissipators and Hydraulic Jump. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8048-9.

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2

Hager, Willi H. Energy dissipators and hydraulic jump. Kluwer Academic, 1992.

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3

Dodge, R. A. Model study of Roosevelt Diversion Weir. Hydraulics Branch, Resesarch and Laboratory Services Division, Denver Office, U.S. Dept. of Interior, Bureau of Reclamation, 1989.

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4

Gumkowski, Stanisław. Hydrodynamika i wymiana ciepła warstw cieczy powstałych na powierzchni ciała stałego z uderzających strug. Wydawn. Politechniki Gdańskiej, 2007.

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5

Fan, Jerry Jie. Submerged hydraulic jumps at overflow structures. National Library of Canada, 1993.

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6

1968-, Liu Yakun, ed. Ji bo, shui yue, die shui, xiao neng: Shock wave, hydraulic jump, plunge, energy dissipation. Dalian li gong da xue chu ban she, 2008.

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7

Berger, Rutherford C. A finite element scheme for shock capturing. U.S. Army Corps of Engineers, Waterways Experiment Station, 1993.

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8

Gunal, M. R. Numerical and experimental investigations of hydraulic jumps. UMIST, 1996.

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9

Klumpp, Cassie C. Union Avenue Dam boatchute study. Hydraulics Branch, Resesarch and Laboratory Services Division, Denver Office, U.S. Dept. of the Interior, Bureau of Reclamation, 1989.

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10

Avedisian, C. T. The circular hydraulic jump in microgravity: Final report, Microgravity Science and Applications Division, Fluid Physics Program : NASA grant NAG 3-1627 : period--June 24, 1994 to June 23, 1996. National Aeronautics and Space Administration, 1996.

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Book chapters on the topic "HYDRAULICS JUMP"

1

Hager, Willi H. "Hydraulic Jump and Stilling Basins." In Wastewater Hydraulics. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-11383-3_7.

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2

Ramarao, Vankayalapati S., and M. R. Bhajantri. "Modification of Spillway Ski Jump Bucket Subjected to Higher Tail Water Levels." In River Hydraulics. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-81768-8_15.

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3

Kucukali, Serhat, and Sevket Cokgor. "An Experimental Investigation of Reaeration and Energy Dissipation in Hydraulic Jump." In Recent Trends in Environmental Hydraulics. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37105-0_11.

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4

Hager, Willi H. "Classical Hydraulic Jump." In Energy Dissipators and Hydraulic Jump. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8048-9_2.

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Hager, Willi H. "Sloping Jump." In Energy Dissipators and Hydraulic Jump. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8048-9_3.

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6

Hager, Willi H., Anton J. Schleiss, Robert M. Boes, and Michael Pfister. "Ski jump and plunge pool." In Hydraulic Engineering of Dams. CRC Press, 2020. http://dx.doi.org/10.1201/9780203771433-6.

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7

Hager, Willi H. "Introduction." In Energy Dissipators and Hydraulic Jump. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8048-9_1.

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8

Hager, Willi H. "Expanding Channel." In Energy Dissipators and Hydraulic Jump. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8048-9_10.

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9

Hager, Willi H. "Bucket-Type Energy Dissipator." In Energy Dissipators and Hydraulic Jump. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8048-9_11.

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10

Hager, Willi H. "Various Aspects of Stilling Basins." In Energy Dissipators and Hydraulic Jump. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8048-9_12.

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Conference papers on the topic "HYDRAULICS JUMP"

1

Pineda, Saira F., Armando J. Blanco, and Luis Rojas-Solo´rzano. "CFD Software Applications for Transcritical Free Surface Flow." In ASME 2009 Fluids Engineering Division Summer Meeting. ASMEDC, 2009. http://dx.doi.org/10.1115/fedsm2009-78075.

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Open flow channel is very common in engineering applications. Traditional approaches solve shallow-water flow equations, known as Saint-Venant equations, when one or two dimension solutions can be adequate for obtaining most of the important flow characteristics. However, complex situations can require solving Navier-Stokes equations. The arrival of high performance computers and commercial software packages offers new possibilities in the field of numerical hydraulics. However, commercial software packages should be tested on some specific cases; so that these can be used with confidence. In

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2

Mouaze, D., F. Murzyn, and J. R. Chaplin. "Turbulence at Free Surface in Hydraulic Jumps." In ASME 2004 Heat Transfer/Fluids Engineering Summer Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ht-fed2004-56077.

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In the context of recent work by Brocchini & Peregrine [1,2], this paper aims to document free surface profiles, and turbulence length scales in hydraulic jumps with Froude numbers between 1.98 and 4.82. Although information on bubble size, frequency and velocities in hydraulic jumps is available in the literature, there is not much data on the features of the free surface, or on mixing layer thickness. In the present case, measurements at the free surface have been realized with two miniature resistive wire gauges each comprising two parallel 50 micron diameter wires with a separation of

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3

McDuffee, Joel L. "Heat Transfer Through Small Moveable Gas Gaps in a Multi-Body System Using the ANSYS Finite Element Software." In ASME 2013 Heat Transfer Summer Conference collocated with the ASME 2013 7th International Conference on Energy Sustainability and the ASME 2013 11th International Conference on Fuel Cell Science, Engineering and Technology. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/ht2013-17783.

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The Thermal Hydraulics and Irradiation Engineering (THIE) Group at Oak Ridge National Laboratory (ORNL) designs and builds capsules in which to irradiate advanced fuels and materials that are typically inserted into ORNL’s High Flux Isotope Reactor. Experiments are designed to achieve a target temperature that ranges from 250°C to 1200°C. Most capsules do not have active temperature measurement or control, which puts an imperative on accurate temperature simulation. Temperature control in these capsules is accomplished by designing specific gaps between adjacent parts and filling the capsules

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4

Johnson, M., D. Maynes, J. C. Vanderhoff, and B. W. Webb. "Hydraulic Jump due to Jet Impingement on Micro-Patterned Surfaces Exhibiting Ribs and Cavities." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-89104.

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This paper reports experimental results characterizing the hydraulic jumps that form due to liquid jet impingement on micro-patterned surfaces with alternating micro-ribs and cavities. The surfaces are characterized by the cavity fraction, which is defined as the width of a cavity divided by the combined width of a cavity and an adjoining rib. The surfaces are all hydrophilic and thus the cavity regions are wetted during the impingement process. Four different surface designs were studied, with respective cavity fractions of 0 (smooth surface), 0.5, 0.8, and 0.93. The experimental data spans a

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5

Gandhi, S., and R. P. Singh. "Hydraulic jump characteristics in non-prismatic channels." In 5th IAHR International Symposium on Hydraulic Structures. The University of Queensland, 2014. http://dx.doi.org/10.14264/uql.2014.14.

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Kucukali, S., and S. Cokgor. "Aeration Performance of a Hydraulic Jump." In World Environmental and Water Resources Congress 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)104.

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Rolley, Étienne, Claude Guthmann, Michael S. Pettersen, and Christophe Chevallier. "The Hydraulic Jump in Liquid Helium." In LOW TEMPERATURE PHYSICS: 24th International Conference on Low Temperature Physics - LT24. AIP, 2006. http://dx.doi.org/10.1063/1.2354642.

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DiVall, Megan R., and Theodore J. Heindel. "X-Ray Flow Visualization of a Circular Hydraulic Jump." In ASME 2009 Fluids Engineering Division Summer Meeting. ASMEDC, 2009. http://dx.doi.org/10.1115/fedsm2009-78035.

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The circular hydraulic jump is a product of the impingement of a vertical, circular jet upon a smooth horizontal surface. Previous studies of this phenomenon have used methods such as electrical contact probes, photography, and lasers to measure various features. This study utilizes X-ray computed tomography (CT) to visualize the circular hydraulic jump; analysis is then completed on the reconstructed 3D image. Time-averaged data of the film thickness before and after the jump and the jump radius, as measured from the X-ray CT images, compare well with available literature. Potential imaging i

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Champagne, T. M., and B. D. Barkdoll. "Oscillating Hydraulic Jump in a Stilling Basin." In World Environmental and Water Resources Congress 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479162.164.

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Kimiaghalam, M., and M. Passandideh-Fard. "A Numerical Study on Flow Characteristics of 2D Vertical Liquid Jet Striking a Horizontal Surface." In ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2010. http://dx.doi.org/10.1115/esda2010-25136.

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We studied numerically impingement of vertical liquid jets of moderate Reynolds number for both Newtonian and non-Newtonian liquids to clarify the structure formation of circular hydraulic jump and the phenomenon of jet buckling. First, we have studied the hydraulic jump characteristics and governing parameters for a laminar water jet. Moreover, different types of hydraulic jump have been investigated by varying the height of a circular wall around the bed in flow downstream. The results show that a circular hydraulic jump has two kinds of steady states which can be reached by changing wall he

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Reports on the topic "HYDRAULICS JUMP"

1

Chanson, Hubert, and G. L. Qiao. Air Bubble Entrainment and Gas Transfer at Hydraulic Jumps. The University of Queensland, Department of Civil Engineering, 1994. http://dx.doi.org/10.14264/9043.

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Chanson, Hubert. Air Bubble Entrainment in Hydraulic Jumps: Similitude and Scale Effects. The University of Queensland, Department of Civil Engineering, 2006. http://dx.doi.org/10.14264/8723.

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Russell, H. A. J., and R. W. C. Arnott. Hydraulic-jump and hyperconcentrated-flow deposits of a glacigenic subaqueous fan: Oak Ridges Moraine, southern Ontario, Canada. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2003. http://dx.doi.org/10.4095/213504.

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Estrella, Jorge, Davide Wuthrich, and Hubert Chanson. Two-phase air-water flow properties in hydraulic jump at low froude number: Scale effects in physical modelling. The University of Queensland, 2021. http://dx.doi.org/10.14264/b6bf13f.

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Russell, H. A. J., and R. W. C. Arnott. Stratigraphic evidence for supercritical flow and hydraulic jump conditions in a subaqueous fan succession, Oak Ridges Moraine (Pleistocene), southern Ontario. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2000. http://dx.doi.org/10.4095/216707.

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Chanson, Hubert. Advective Diffusion of Air Bubbles in Hydraulic Jumps with Large Froude Numbers: an Experimental Study. School of Civil Engineering, The University of Queensland, 2009. http://dx.doi.org/10.14264/187625.

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