LAUBER HAGER PDF

Kigrel My profile My library Alerts Metrics. Considering the requirements for precise data measurement with high temporal resolution, the synchronization of different instruments was realized based on high-speed camera recording. Based on a literature review, the conditions required for Froude similarity are first derived. November 28, Published: Return articles dated between. Cited by 62 Related articles All 3 versions. The positive and negative wave fronts are determined based on the characteristic equations.

Author:Nerg Dazil
Country:El Salvador
Language:English (Spanish)
Genre:Automotive
Published (Last):14 April 2011
Pages:343
PDF File Size:18.51 Mb
ePub File Size:14.17 Mb
ISBN:390-6-35174-676-2
Downloads:41776
Price:Free* [*Free Regsitration Required]
Uploader:Daigrel



Tagore Experiments to dambreak 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 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 dated between. Even with the same initial water head setting, the water level and flow velocity lzuber 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.

Articles Case law Profiles. Views over last 60 days: Cited by Related articles All 6 versions. 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.

Preview 2 pages 0. November 28, Published: Dambreak waves in a smooth rectangular and horizontal channel are described. In all experiments, the abrupt rupture on an absolutely dry tailwater channel was modelled. Article Catalogues Return articles authored by. Return articles published in. Based on a literature review, the conditions required for Froude similarity are first derived.

Dambreak flows in a smooth, rectangular channel are considered. The positive and negative wave fronts are determined based on the characteristic equations. Hydrodynamic formulae proposed by Lauber and Hager [1] are not applicable for the wet-bed condition, although their solution of wave profiles for the initial dry-bed condition performs well at the location farther from the gate.

Considering the requirements for precise data measurement with high temporal resolution, the synchronization of different instruments was realized based on high-speed camera recording. The instantaneous water level and flow velocity were measured at two specified downstream locations. There was a problem providing the content you requested My profile My library. Also, the drying front is computed and the effect of viscosity is analyzed.

Further, the effect of the relative reservoir length on the wave maximum is hageg and a novel dimensionless coordinate X is introduced, that accounts for both relative reservoir length and non-dimensional tailwater location. September 16, Accepted: Cited by 62 Related articles All 3 versions. Related Articles.

WHEN LOVE AWAITS JOHANNA LINDSEY PDF

LAUBER HAGER PDF

Tagore Experiments to dambreak 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 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 dated between. Even with the same initial water head setting, the water level and flow velocity lzuber 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. Articles Case law Profiles. Views over last 60 days: Cited by Related articles All 6 versions.

CIGNA 10K PDF

Sicherungsmaterial

Sagis Based on a literature review, the conditions required for Froude similarity are first derived. Preview 2 pages 0. Even with the same initial water head setting, the water level 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. Return articles authored by. Dambreak waves in a smooth rectangular and horizontal channel are described.

Related Articles