Libros sobre el tema "HYDRAULICS JUMP"

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1

Hager, Willi H. Energy Dissipators and Hydraulic Jump. Dordrecht: 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. Dordrecht: Kluwer Academic, 1992.

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3

Dodge, R. A. Model study of Roosevelt Diversion Weir. Denver, Colo: 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. Gdańsk: Wydawn. Politechniki Gdańskiej, 2007.

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5

Fan, Jerry Jie. Submerged hydraulic jumps at overflow structures. Ottawa: 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 Shi: Dalian li gong da xue chu ban she, 2008.

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7

Berger, Rutherford C. A finite element scheme for shock capturing. Vicksburg, Miss: 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. Manchester: UMIST, 1996.

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9

Klumpp, Cassie C. Union Avenue Dam boatchute study. Denver, Colo: 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. [Washington, DC: National Aeronautics and Space Administration, 1996.

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11

Hager, Willi H. Energy Dissipators and Hydraulic Jump. Springer, 2013.

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12

Hager, Willi H. Energy Dissipators and Hydraulic Jump. Springer London, Limited, 2013.

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13

Hager, Willi H. Energy Dissipators and Hydraulic Jump. Springer Netherlands, 2009.

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14

Gharangik, Araz M. Numerical simulation of hydraulic jump. 1988.

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15

Hydraulic model study of Taylor Draw Dam outlet works. Denver, Colo: U.S. Bureau of Reclamation, Hydraulic Branch, Research and Laboratory Services Division, Denver Office, 1992.

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16

Woodward, Sherman Melville. Theory of the Hydraulic Jump and Backwater Curves. Creative Media Partners, LLC, 2018.

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17

D, Vischer y Hager Willi H, eds. Energy dissipators. Rotterdam, Netherlands: A.A. Balkema, 1995.

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18

Air bubble entrainment and gas transfer at hydraulic jumps. St. Lucia: University of Queensland, Dept. of Civil Engineering, 1995.

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19

Zeitlin, Vladimir. Rotating Shallow-Water Models as Quasilinear Hyperbolic Systems, and Related Numerical Methods. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198804338.003.0007.

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The chapter contains the mathematical background necessary to understand the properties of RSW models and numerical methods for their simulations. Mathematics of RSW model is presented by using their one-dimensional reductions, which are necessarily’one-and-a-half’ dimensional, due to rotation and include velocity in the second direction. Basic notions of quasi-linear hyperbolic systems are recalled. The notions of weak solutions, wave breaking, and shock formation are introduced and explained on the example of simple-wave equation. Lagrangian description of RSW is used to demonstrate that rotation does not prevent wave-breaking. Hydraulic theory and Rankine–Hugoniot jump conditions are formulated for RSW models. In the two-layer case it is shown that the system loses hyperbolicity in the presence of shear instability. Ideas of construction of well-balanced (i.e. maintaining equilibria) shock-resolving finite-volume numerical methods are explained and these methods are briefly presented, with illustrations on nonlinear evolution of equatorial waves.
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20

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. [Washington, DC: National Aeronautics and Space Administration, 1996.

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