By Fatskills Exam Guides Team — the exam nerds behind 28,500+ quizzes and 2.1M practice questions across 500+ global exams.
Mastering Mechanical Properties of Fluids unlocks 5-7 direct NEET questions (18-25 marks) every year—enough to boost your rank by 5,000+ places. These concepts explain how blood flows in arteries, why planes fly, and how water tanks empty in seconds—and NEET loves testing them in disguised, time-pressure problems.
Before diving in, ensure you understand:1. Newton’s Laws of Motion (especially action-reaction forces).2. Work-Energy Theorem (conservation of energy in fluid flow).3. Basic Hydrostatics (pressure in liquids, Pascal’s Law).
If any of these are shaky, pause and review them first—fluids build on these foundations.
Formula: [ P = P_0 + \rho g h ] - ( P ) = Absolute pressure at depth ( h ) (Pa or N/m²) - ( P_0 ) = Atmospheric pressure at surface (1.01 × 10⁵ Pa) - ( \rho ) = Density of fluid (kg/m³) - ( g ) = Acceleration due to gravity (9.8 m/s²) - ( h ) = Depth below surface (m) MEMORISE THIS – NEET rarely provides this.
Formula: [ P + \frac{1}{2} \rho v^2 + \rho g h = \text{constant} ] - ( P ) = Pressure energy per unit volume (Pa) - ( \frac{1}{2} \rho v^2 ) = Kinetic energy per unit volume (Pa) - ( \rho g h ) = Potential energy per unit volume (Pa) MEMORISE THIS – Given on NEET sheet, but understand each term’s meaning.
Assumptions (NEET loves testing these!): - Fluid is incompressible (density constant). - Flow is steady (no turbulence). - Flow is along a streamline (no mixing). - No viscosity (ideal fluid).
Formula: [ v_1 = \sqrt{\frac{2 (P_1 - P_2)}{\rho \left( \left( \frac{A_1}{A_2} \right)^2 - 1 \right)}} ] - ( v_1 ) = Speed at wider section (m/s) - ( P_1, P_2 ) = Pressures at wider and narrower sections (Pa) - ( A_1, A_2 ) = Cross-sectional areas (m²) - ( \rho ) = Fluid density (kg/m³) Given on NEET sheet, but derive it once to understand.
Key Idea: - Narrower section → Higher speed → Lower pressure (Bernoulli’s principle).
Formula: [ v = \sqrt{2 g h} ] - ( v ) = Speed of fluid exiting a hole (m/s) - ( g ) = Acceleration due to gravity (9.8 m/s²) - ( h ) = Height of fluid above hole (m) MEMORISE THIS – NEET rarely provides it.
Assumptions: - Tank is large (surface speed ≈ 0). - Hole is small (no turbulence). - Atmospheric pressure acts on both surface and hole.
Ask: What is being asked? - Pressure at depth? → Use ( P = P_0 + \rho g h ). - Flow speed/pressure in pipes? → Use Bernoulli’s equation. - Venturimeter? → Use Bernoulli + continuity equation (( A_1 v_1 = A_2 v_2 )). - Tank draining? → Use Torricelli’s law.
Example: - Given: ( P_1 = 2 \times 10^5 \, \text{Pa} ), ( A_1 = 0.02 \, \text{m}^2 ), ( A_2 = 0.01 \, \text{m}^2 ), ( \rho = 1000 \, \text{kg/m}^3 ). - Find: ( v_1 ) (speed at wider section).
Problem: A diver is 15 m below the surface of seawater (( \rho = 1030 \, \text{kg/m}^3 )). What is the absolute pressure on the diver? (Atmospheric pressure = ( 1.01 \times 10^5 \, \text{Pa} ))
Solution:1. Identify: Pressure at depth → ( P = P_0 + \rho g h ).2. Knowns: - ( P_0 = 1.01 \times 10^5 \, \text{Pa} ) - ( \rho = 1030 \, \text{kg/m}^3 ) - ( g = 9.8 \, \text{m/s}^2 ) - ( h = 15 \, \text{m} )3. Plug in: [ P = 1.01 \times 10^5 + (1030)(9.8)(15) ] [ P = 1.01 \times 10^5 + 151,410 ] [ P = 2.52 \times 10^5 \, \text{Pa} ]4. Verify: Pressure increases with depth → makes sense.
What we did and why: - Used hydrostatic pressure formula because the question asked for pressure at a depth. - Added atmospheric pressure because absolute pressure includes it.
Problem: Water flows through a horizontal pipe. At a wider section, the pressure is ( 3 \times 10^5 \, \text{Pa} ) and speed is ( 2 \, \text{m/s} ). At a narrower section, the pressure drops to ( 2 \times 10^5 \, \text{Pa} ). Find the speed at the narrower section. (Density of water = ( 1000 \, \text{kg/m}^3 ))
Solution:1. Identify: Flow speed in pipe → Bernoulli’s equation.2. Diagram: - Point 1: Wider section (( P_1 = 3 \times 10^5 \, \text{Pa} ), ( v_1 = 2 \, \text{m/s} )) - Point 2: Narrower section (( P_2 = 2 \times 10^5 \, \text{Pa} ), ( v_2 = ? )) - Horizontal pipe → ( h_1 = h_2 ) → ( \rho g h ) cancels out.3. Bernoulli’s equation: [ P_1 + \frac{1}{2} \rho v_1^2 = P_2 + \frac{1}{2} \rho v_2^2 ]4. Plug in knowns: [ 3 \times 10^5 + \frac{1}{2} (1000)(2)^2 = 2 \times 10^5 + \frac{1}{2} (1000) v_2^2 ] [ 3 \times 10^5 + 2000 = 2 \times 10^5 + 500 v_2^2 ] [ 302,000 = 200,000 + 500 v_2^2 ] [ 102,000 = 500 v_2^2 ] [ v_2^2 = 204 ] [ v_2 = \sqrt{204} \approx 14.3 \, \text{m/s} ]5. Verify: Speed increases in narrower section → makes sense.
What we did and why: - Used Bernoulli’s equation because pressure and speed change in a flowing fluid. - Cancelled ( \rho g h ) because the pipe is horizontal (no height change).
Problem: A Venturimeter has a wider section of area ( 0.04 \, \text{m}^2 ) and a narrower section of area ( 0.01 \, \text{m}^2 ). The pressure difference between the two sections is ( 1.5 \times 10^4 \, \text{Pa} ). Find the speed of water at the wider section. (Density of water = ( 1000 \, \text{kg/m}^3 ))
Solution:1. Identify: Venturimeter → Bernoulli + continuity.2. Knowns: - ( A_1 = 0.04 \, \text{m}^2 ), ( A_2 = 0.01 \, \text{m}^2 ) - ( P_1 - P_2 = 1.5 \times 10^4 \, \text{Pa} ) - ( \rho = 1000 \, \text{kg/m}^3 )3. Continuity equation: [ A_1 v_1 = A_2 v_2 ] [ v_2 = \frac{A_1}{A_2} v_1 = 4 v_1 ]4. Bernoulli’s equation (horizontal pipe → ( h_1 = h_2 )): [ P_1 + \frac{1}{2} \rho v_1^2 = P_2 + \frac{1}{2} \rho v_2^2 ] [ P_1 - P_2 = \frac{1}{2} \rho (v_2^2 - v_1^2) ] [ 1.5 \times 10^4 = \frac{1}{2} (1000) \left( (4 v_1)^2 - v_1^2 \right) ] [ 1.5 \times 10^4 = 500 (16 v_1^2 - v_1^2) ] [ 1.5 \times 10^4 = 500 (15 v_1^2) ] [ 1.5 \times 10^4 = 7500 v_1^2 ] [ v_1^2 = 2 ] [ v_1 = \sqrt{2} \approx 1.41 \, \text{m/s} ]5. Verify: Speed is reasonable for a wide pipe → makes sense.
What we did and why: - Combined continuity equation (volume flow rate constant) with Bernoulli’s equation. - Substituted ( v_2 ) in terms of ( v_1 ) to solve for one variable.
"Listen up—this is your 60-second crash course for fluids in NEET:
NEET’s favorite tricks: - Non-horizontal pipes (don’t cancel ( \rho g h )). - Gauge pressure (subtract ( P_0 )). - Disguised Venturimeter (look for "pipe with varying cross-section").
You’ve got this. Go ace those 5-7 questions!"
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