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Vertical-plane hydraulic problem

Figure 1.5 Schematic of the vertical-plane hydraulics problem. Figure 1.5 Schematic of the vertical-plane hydraulics problem.
This brief overview of the vertical-plane hydraulics problem may be accomplished with references to non-stationary problems. It is important for oceanography problems that the flow evolves in time because of the seagrass-current periodicity. In article [172], the one-dimensional problem (1.10) accounted also for the time- and space-periodicity of the sea water surface, g(x, t) = A sin(u>xx - oj,t). The final motion equation was written as... [Pg.11]

Active and vital biological life also occurs within aquatic vegetation. If this vegetation is deeply submerged in the water flow, it affects the flow in a similar manner to terrestrial canopies. Emergent riverine vegetation is also often met in practical hydraulics problems and may also be considered as a canopy , Chapter 6. Distributions of flow properties in vertical sections, the vertical-plane hydraulic problem, and the horizontal-plane hydraulic problem, Sections 1.2.1 and 1.2.2, distinguish between different aspects of the aquatic and terrestrial canopies. Chapter 6, however, shows a link between them. [Pg.359]


See other pages where Vertical-plane hydraulic problem is mentioned: [Pg.148]    [Pg.149]   
See also in sourсe #XX -- [ Pg.9 , Pg.10 ]




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