Shuttle 发表于 2025-3-30 09:17:39
Critical Flow,w parameters..As an application of the critical flow principle, the transition from a mild to a steep sewer reach is described. This relevant problem can, for all practical purposes, be presented with the aid of simplified relations.evince 发表于 2025-3-30 14:31:02
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Basic Equations,ed..Lastly, the energy principle is presented and a few simple conclusions with regard to the energy flux are derived. The discussion of results refers, in particular, to the similarity between the hydraulic and the hydrodynamic approaches.paradigm 发表于 2025-3-30 23:21:07
http://reply.papertrans.cn/103/10209/1020886/1020886_54.pngFLORA 发表于 2025-3-31 03:11:10
http://reply.papertrans.cn/103/10209/1020886/1020886_55.pngConstitution 发表于 2025-3-31 08:02:35
http://reply.papertrans.cn/103/10209/1020886/1020886_56.png纵火 发表于 2025-3-31 10:08:05
Standard Manhole,le. The manhole flow for both free surface and pressurized flows is described and loss coefficients in terms of manhole geometry are specified for pressurized manhole flow. The choking features of manhole flow are also considered.自作多情 发表于 2025-3-31 15:28:15
Hydraulic Jump and Stilling Basins,, relevant outlet structures are presented. The difference between the hydraulic jump and the stilling basin is explained. Subsequently a number of standard basin types are described and finally cases are enumerated which can lead to unplanned energy dissipation.absolve 发表于 2025-3-31 18:33:50
http://reply.papertrans.cn/103/10209/1020886/1020886_59.png提名 发表于 2025-4-1 00:20:46
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