Elementary Mechanics of Fluids CE 319 F Daene McKinney Energy Equation.

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Presentation transcript:

Elementary Mechanics of Fluids CE 319 F Daene McKinney Energy Equation

Energy First Law of Thermodynamics –Where E = energy of a system (extensive property) Q = Heat added to the system W = Work done by the system –Where E u = Internal energy of the system E k = Kinetic energy of the system E p = Potential energy of the system –Intensive property (energy per unit mass) Energy of a system changes as heat is added to the system or work is done on the system

Energy Kinetic energy per unit mass Potential energy per unit mass

Energy Equation Reynolds Transport Theorem b = e ; B sys = E

Rate of Work Shaft work work done by a mechanical device which crosses the CS Flow work work done by pressure forces on the CS Viscous work work done by viscous stresses at the CS Work

Flow Work Work occurs at the CS when a force associated with the normal stress of the fluid acts over a distance. The normal stress equals the negative of the fluid pressure.

Energy Equation

Kinetic Energy Correction Factor For nonuniform flows, this term requires special attention We can modify this kinetic energy term by a dimensionless factor, , so that the integral is proportional to the square of the average velocity where and so Kinetic energy correction factor

Energy Equation for Pipe Flow

Ex (7.35) Given: P A = 10 psi (12 in dia. pipe), P B = 40 psi (6 in dia. pipe), Q=3.92 cfs Find: Horsepower of pump Solution:

EGL & HGL for a Pipe System Energy equation All terms are in dimension of length (head, or energy per unit weight) HGL – Hydraulic Grade Line EGL – Energy Grade Line EGL=HGL when V=0 (reservoir surface, etc.) EGL slopes in the direction of flow

EGL & HGL for a Pipe System A pump causes an abrupt rise in EGL (and HGL) since energy is introduced here

EGL & HGL for a Pipe System A turbine causes an abrupt drop in EGL (and HGL) as energy is taken out Gradual expansion increases turbine efficiency

EGL & HGL for a Pipe System When the flow passage changes diameter, the velocity changes so that the distance between the EGL and HGL changes When the pressure becomes 0, the HGL coincides with the system

EGL & HGL for a Pipe System Abrupt expansion into reservoir causes a complete loss of kinetic energy there

EGL & HGL for a Pipe System When HGL falls below the pipe the pressure is below atmospheric pressure

HW (7.8)

HW (7.16)

HW (7.27)

HW (7.41)