Key Points

Mechanical Properties Of Fluids

16 Sections
  • Fluids and Pressure Definition

    Fluids are substances that can flow, such as liquids and gases. Pressure (P) is defined as the normal force (F) acting per unit area (A), calculated as P=FAP = \frac{F}{A}. Its SI unit is the Pascal (Pa).

  • Pascal's Law for Fluids

    Pascal's law states that a change in pressure applied to an enclosed fluid is transmitted undiminished to every portion of the fluid and the walls of the containing vessel.

  • Hydraulic Machines Principle

    Based on Pascal's law, hydraulic lifts multiply force. The relationship between input force F1F_1 on area A1A_1 and output force F2F_2 on area A2A_2 is F2=F1A2A1F_2 = F_1 \frac{A_2}{A_1}.

  • Pressure Variation with Depth

    The pressure in a fluid at rest increases with depth. The pressure P at a depth h is given by P=Pa+ρghP = P_a + \rho g h, where PaP_a is atmospheric pressure and ρ\rho is the fluid density.

  • Gauge and Absolute Pressure

    Absolute pressure is the total pressure at a point, while gauge pressure is the difference between absolute pressure and atmospheric pressure: Pg=PPa=ρghP_g = P - P_a = \rho g h.

  • Streamline Flow and Equation of Continuity

    In steady or streamline flow, the velocity of fluid at any point is constant over time. For an incompressible fluid, the equation of continuity states A1v1=A2v2A_1 v_1 = A_2 v_2, where A is the cross-sectional area and v is the fluid velocity.

  • Bernoulli's Principle

    For a non-viscous, incompressible fluid in steady flow, the sum of pressure (P), kinetic energy per unit volume (12ρv2\frac{1}{2}\rho v^2), and potential energy per unit volume (ρgh\rho g h) is constant along a streamline: P+12ρv2+ρgh=constantP + \frac{1}{2}\rho v^2 + \rho g h = \text{constant}.

  • Torricelli's Law of Efflux

    The speed of efflux (v) of a fluid from a small hole at a depth h below the surface in an open container is given by v=2ghv = \sqrt{2gh}, which is the same speed as a freely falling object from height h.

  • Viscosity and Coefficient of Viscosity

    Viscosity is the internal friction of a fluid that resists flow. The coefficient of viscosity (η\eta) is the ratio of shearing stress to the strain rate, given by η=F/Av/l\eta = \frac{F/A}{v/l}.

  • Stokes' Law for Viscous Drag

    Stokes' law describes the viscous drag force (F) on a small sphere of radius 'a' moving with velocity 'v' through a fluid of viscosity η\eta. The formula is F=6πηavF = 6\pi\eta a v.

  • Terminal Velocity Formula

    An object falling through a fluid reaches a constant terminal velocity (vtv_t) when the gravitational force is balanced by the buoyant force and viscous drag. It is calculated as vt=2a2(ρσ)g9ηv_t = \frac{2a^2(\rho - \sigma)g}{9\eta}, where ρ\rho is the object's density and σ\sigma is the fluid's density.

  • Surface Tension and Surface Energy

    Surface tension (S) is the force per unit length acting in the plane of the liquid surface. It is also equal to the surface energy per unit area, arising from the cohesive forces between liquid molecules.

  • Angle of Contact

    The angle of contact (θ\theta) is the angle between the tangent to the liquid surface at the point of contact and the solid surface inside the liquid. It determines whether a liquid wets a solid surface.

  • Excess Pressure in a Liquid Drop

    Due to surface tension, the pressure inside a spherical liquid drop is greater than the pressure outside. This excess pressure is given by ΔP=PiPo=2Sr\Delta P = P_i - P_o = \frac{2S}{r}, where r is the radius of the drop.

  • Excess Pressure in a Soap Bubble

    A soap bubble has two surfaces (inner and outer), so its excess pressure is twice that of a liquid drop of the same radius: ΔP=PiPo=4Sr\Delta P = P_i - P_o = \frac{4S}{r}.

  • Capillary Rise Formula

    Capillarity is the tendency of a liquid to rise or fall in a narrow tube. The height (h) of the liquid is given by h=2Scosθaρgh = \frac{2S \cos\theta}{a \rho g}, where 'a' is the radius of the tube and θ\theta is the angle of contact.

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