毗邻 发表于 2025-3-28 17:06:15

http://reply.papertrans.cn/32/3103/310230/310230_41.png

Memorial 发表于 2025-3-28 21:40:35

http://reply.papertrans.cn/32/3103/310230/310230_42.png

Gudgeon 发表于 2025-3-29 00:06:30

http://reply.papertrans.cn/32/3103/310230/310230_43.png

geometrician 发表于 2025-3-29 04:34:11

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.

Prologue 发表于 2025-3-29 09:32:09

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.

吃掉 发表于 2025-3-29 14:53:57

http://reply.papertrans.cn/32/3103/310230/310230_46.png

艰苦地移动 发表于 2025-3-29 16:32:36

http://reply.papertrans.cn/32/3103/310230/310230_47.png

embolus 发表于 2025-3-29 20:50:05

http://reply.papertrans.cn/32/3103/310230/310230_48.png

悦耳 发表于 2025-3-30 00:49:53

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

诱导 发表于 2025-3-30 06:58:05

http://reply.papertrans.cn/32/3103/310230/310230_50.png
页: 1 2 3 4 [5] 6
查看完整版本: Titlebook: Energy Dissipators and Hydraulic Jump; Willi H. Hager Book 1992 Springer Science+Business Media Dordrecht 1992 Dissipation.energy.fields.f