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Titlebook: Energy Dissipators and Hydraulic Jump; Willi H. Hager Book 1992 Springer Science+Business Media Dordrecht 1992 Dissipation.energy.fields.f

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樓主: 灰塵
41#
發(fā)表于 2025-3-28 17:06:15 | 只看該作者
42#
發(fā)表于 2025-3-28 21:40:35 | 只看該作者
43#
發(fā)表于 2025-3-29 00:06:30 | 只看該作者
44#
發(fā)表于 2025-3-29 04:34:11 | 只看該作者
Various Aspects of Stilling Basinsteristics to the classical hydraulic jump. Second, the scour downstream of stilling basins will be considered as it must be of primary concern for an appropriate transition between the dissipator and the tailwater. Connected to the latter topics are also waves generated into the tailwater, and means to reduce them effectively.
45#
發(fā)表于 2025-3-29 09:32:09 | 只看該作者
Introductionflows in an open channel where no appurtenances are provided. In general, the fluid considered is water, and the discharge per unit width is larger than 0.1 m. s. such that scale effects are practically eliminated.
46#
發(fā)表于 2025-3-29 14:53:57 | 只看該作者
47#
發(fā)表于 2025-3-29 16:32:36 | 只看該作者
48#
發(fā)表于 2025-3-29 20:50:05 | 只看該作者
49#
發(fā)表于 2025-3-30 00:49:53 | 只看該作者
Baffle Blocks to the direction of flow. Whereas a sill generates an overflow of the main current, blocks force the water both between the obstacles and above it. As a result, the tendency for plunging is reduced for block flow. Note that baffle blocks are located near the toe of the jump and thus are impact elem
50#
發(fā)表于 2025-3-30 06:58:05 | 只看該作者
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