LAUBER HAGER PDF

such as Lauber and Hager reported their experiments on dam-break flows in a horizontal and sloping channel (Lauber and Hager, a, b). W.H. Hager and G. Del Giudice, “Movable bed roughness in alluvial rivers – Discussion”, . G. Lauber and W.H. Hager, “EXPERIMENTS TO DAMBREAK WAVE. Lauber and Hager () derived a solution from the shallow water equations with friction slope in the source term, subjected to the initial condition CDF T=21/2 .

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My profile My library. Dambreak flows in a smooth, rectangular channel are considered. My profile My library Alerts Metrics. Even with the same initial water head setting, the water lsuber and flow velocity variations of the dam-break wave propagating downstream on the wet bed show noteworthy differences in flow characteristics compared to the initial dry bed, caused by the interactions between the upstream and downstream water.

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The instantaneous water level and flow velocity were measured at two specified downstream locations. November 28, Published: In this study, a series of dam-break experiments was carried out to investigate the influence of the initial downstream water depth, water head settings, and upstream reservoir length on the dam-break wave movement.

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Views over last 60 days: The non-dimensional average front velocity of the wet-bed condition, which mainly depends on the initial water head setting, is smaller than that of the dry-bed case. Return articles authored by. Return articles published in.

Based on a literature review, the conditions required for Froude similarity are first derived. Hydrodynamic formulae proposed by Lauber and Hager [1] are not applicable for the wet-bed condition, although their solution of wave nager for the initial dry-bed condition performs well at the location farther from the gate.

Further, the effect of the relative reservoir length on the wave maximum is specified and a novel dimensionless coordinate X is introduced, that accounts for both relative reservoir length and laber tailwater location. Also, the drying front is computed and the effect of viscosity is analyzed. In all experiments, the abrupt rupture on an absolutely dry tailwater channel was modelled.

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The system can’t perform the operation now. Uager by 62 Related articles All 3 versions. Preview 2 pages 0. Cited by Related articles All 6 versions. Dambreak waves in a smooth rectangular and horizontal channel are described.

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September 16, Accepted: Experiments to laubeg wave: Then, the positive and negative wave fronts are analytically determined, based on the characteristic equations. In addition, the maximum water level and flow velocity at the downstream location are mainly controlled by the initial water head setting, while the duration of the large values is influenced by the reservoir length.

The positive and negative wave fronts are determined based on the characteristic equations. Articles Case law Profiles. Considering the requirements for precise data measurement with high temporal resolution, the synchronization lajber different instruments was realized based on high-speed camera recording.