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Incompressible Flow in Pressure Conduits
Chapter 6 deals with incompressible flow in pressure conduits that includes liquids under conditions of steady (temporally constant) flow and, under certain defined circumstances, time‐varying liquid flows and the flow of gases. The chapter is limited to spatially‐constant flows, which are considered to include branching flows. The initial sections of the present chapter consider only steady flows, that is, flows which are (or may be assumed to be) temporally constant. A later section addresses time‐varying liquid flows under conditions in which compressibility (elasticity) effects can be neglected. Time‐varying liquid flows in which elasticity effects are important are considered in a later chapter. The present chapter is further limited in scope to fluids having low enough solids or sediment concentration that the fluid flow properties remain essentially those of the base fluid (e.g., the density, viscosity, and other properties of municipal wastewater are essentially those of clean water). A subsequent chapter addresses the flow of liquids having high solids content, including sludges.
Incompressible Flow in Pressure Conduits
Chapter 6 deals with incompressible flow in pressure conduits that includes liquids under conditions of steady (temporally constant) flow and, under certain defined circumstances, time‐varying liquid flows and the flow of gases. The chapter is limited to spatially‐constant flows, which are considered to include branching flows. The initial sections of the present chapter consider only steady flows, that is, flows which are (or may be assumed to be) temporally constant. A later section addresses time‐varying liquid flows under conditions in which compressibility (elasticity) effects can be neglected. Time‐varying liquid flows in which elasticity effects are important are considered in a later chapter. The present chapter is further limited in scope to fluids having low enough solids or sediment concentration that the fluid flow properties remain essentially those of the base fluid (e.g., the density, viscosity, and other properties of municipal wastewater are essentially those of clean water). A subsequent chapter addresses the flow of liquids having high solids content, including sludges.
Incompressible Flow in Pressure Conduits
Graber, S. David (author)
2024-12-24
53 pages
Article/Chapter (Book)
Electronic Resource
English
Branching flows , cavitation , expert witness , flow metering , forces at bends , forensic engineering , laterals , orifices , pipe networks , side outlet ports , steady flow in pressure conduits , sudden contractions , sudden expansions , tees , thrust blocks , time‐varying flow , valves and other appurtenances , wyes and trifurcations
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Modeling of pressure conduits with nonuniform flow
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Waterhammer in pressure conduits
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| Engineering Index Backfile | 1877