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245 1 0 _aFlow of ground water
490 0 _vEngineering Hydraulics, p.321-386, 1950
520 3 _aFlow through a conduit may be steady or unsteady, uniform or non-uniform, and laminar or turbulento Steady flow refers to conditions in which the velocity at any point remains statistically constant with time; it follows that steady flow in pipes or conduits requires a fixed rate of discharge past any section. In uniform flow, conditions at successive sections must display the same velocity characterĂ­stics; in other words, not only must the cross sections be the same, but also residual effects of previous cross-sectional changes must have disappeared. Gases as well as liquids may flow through conduits in a steady, uniform manner if the change in density from section to section is smalI; appreciable density variation, on the other hand, will result in a corresponding change in mean velocity (i.e., non-uniformity of motion), thus requiring thermodynamic as well as mechanical relationships to describe the motion.
650 1 4 _aPIPES
650 1 4 _aCONDUITS
700 1 2 _aJacob, C.E.
856 4 0 _uhttps://drive.google.com/file/d/1QKKDjyWXVI9kMCqw8eqtE27XUIHCuJhM/view?usp=drivesdk
_zPara ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx
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