Fundamentals of Fluid Mechanics, Student Solutions Manual, Volume 2A look at fundamental aspects of fluid motion, including important fluid properties, regimes of flow, pressure variations in fluids at rest and in motion, fluid kinematics, and methods of flow description and analysis. This book describes the essential elements of kinematics, including Eulerian and Lagrangian mathematical descriptions of flow phenomena, and indicates the vital relationship between the two views. |
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Page 3-15
... hydraulic grade line ) Draw the en- ergy line and hydraulic grade line for the flow shown in Problem 3.43 . 3.43 A smooth plastic , 10 - m - long garden hose with an in- side diameter of 20 mm is used to drain a wading pool as is shown ...
... hydraulic grade line ) Draw the en- ergy line and hydraulic grade line for the flow shown in Problem 3.43 . 3.43 A smooth plastic , 10 - m - long garden hose with an in- side diameter of 20 mm is used to drain a wading pool as is shown ...
Page 10-11
... hydraulic cross section ( i.e. , min- imum area , A , for a given flowrate ) is a right triangle as is shown in Fig ... hydraulic cross - section occurs with a right triangle ) 10.13R ( Hydraulic jump ) At the bottom of a 10-118 10.12 R ...
... hydraulic cross section ( i.e. , min- imum area , A , for a given flowrate ) is a right triangle as is shown in Fig ... hydraulic cross - section occurs with a right triangle ) 10.13R ( Hydraulic jump ) At the bottom of a 10-118 10.12 R ...
Page 10-12
... ( Hydraulic jump ) At the bottom of a water ride in an amusement park , the water in the rectangular channel has a depth of 1.2 ft and a velocity of 15.6 ft / s . Determine the height of the " standing wave " ( a hydraulic jump ) that the ...
... ( Hydraulic jump ) At the bottom of a water ride in an amusement park , the water in the rectangular channel has a depth of 1.2 ft and a velocity of 15.6 ft / s . Determine the height of the " standing wave " ( a hydraulic jump ) that the ...
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A₁ A₂ V₂ acceleration Assume average velocity b₂ Bernoulli Bernoulli equation blade boundary layer bulk modulus C₂ channel component constant continuity equation control volume cylinder density depth diameter dimensionless drag Energy equation exit F₁ f₂ flow field flow is laminar Flow past fluid force ft.lb ft/s ft² gate h₂ Hence horizontal hydraulic jump incompressible laminar flow lb/ft³ length Linear momentum liquid m³/s Ma₂ momentum equation Moody chart N/m² N₂ nozzle obtain P₁ P₂ particles pi terms pipe plate pressure drop psia pump Q₁ Q₂ R₁ radial Reynolds number rotor shaft shown in Fig slugs specific weight speed of sound stagnation point stream function streamlines surface T₁ Table tank temperature turbine U₁ U₂ V₁ V₂ Viscosity viscous effects W₁ W₂ Water flows width Y₂ Z₁ Z₂ ди