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III. Fluid Statics
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Contents 1. Pressure in Static Fluid 2. Governing Equation 3. Units and Scales of Pressure 4. Pressure Measurement 5. Fluid Force on Plane Surface 6. Fluid Force on Curved Surface 7. Relative Equilibrium
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1. Pressure in Static Fluid
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There is only inward-normal stress (pressure) on any contact area at a point in static fluid
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The magnitude of the pressure at any point in static fluid is independent of the direction
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Forces
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Forces Balance
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Force Balance
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1. 1.There is only inward-normal stress (pressure) on any contact area at a point in static fluid (by definition) 2. 2.The magnitude of the pressure at any point in static fluid is independent of the direction (by force balance) Stress state in static fluid can be described by a SCALAR
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State of Stress In generalIn static fluids
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2. Basic Equation
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Forces on a fluid element
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Force balance
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Force Balance
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Governing Equation
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The gradient of pressure is balanced by the body force
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In the case of conservative force Y = Force potential
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When gravity force is the only external force ( z axis is vertically upward )
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Let h = -z ( h is the depth below a datum ) Pressure in a static fluid is linearly proportional to the depth below a datum
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z = constant Horizontal plane in static fluid is necessarily equi-pressure plane p = constant
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? ?
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Piezometric head in a static fluid is constant Position Head Pressure Head Piezometric head
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1 2
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3. Units and Scales of Pressure
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Reference of pressure is taken at ZERO Absolute Pressure P A Relative Pressure P R Reference of pressure is taken at p 0 P R = Gage pressure P atm - P A = Vacuum pressure
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Pressure measured by fluid force per unit area Pressure measured by equivalent height of liquid 1 atm = 1.034 at = 101325 Pa = 760 mm Hg = 10.34 m H 2 O Pressure measured by atmospheric pressure
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4. Pressure Measurement
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Barometer
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Piezometer h
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Manometer h1h1h1h1 h2h2h2h2
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Manometer for negative pressure h1h1h1h1 h2h2h2h2
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Differential Manometer hBhBhBhB hAhAhAhA DhDhDhDh DzDzDzDz
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5. Fluid Force on Plane Surface
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x y
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Centroid
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Centroid
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Centre of pressure
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PropertiesofAreas
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Example Rock-fill Porous Water Impermeable Curtain Impermeable Layer Concrete Cover 2 1 h l
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Example On the slope On the bottom
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6. Fluid Force on Curved Surface
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S AzAz AxAx AyAy p
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Fluid Force
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Example 30° d
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Horizontal Force No net force h
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Vertical Force
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Force Balance
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Buoyancy
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Stability of Floating Bodies
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7. Relative Equilibrium
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Static state of fluid in a moving coordinate system is called relative equilibrium
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Basic Equation D’Alembert’s Principle
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Uniform Acceleration Equi-pressure surface
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Uniform Rotation Equi-pressure surface
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