Fluid Mechanics Notes for SSC JE & UPSSSC | Boundary Layer, Pipe Flow, Numericals (Hindi)

ЁЯФ╢ PART–1A : FLUID PROPERTIES (DEEP THEORY – JE EXAM)

рдпрд╣ рднाрдЧ UPSSSC / SSC JE рдкрд░ीрдХ्рд╖ा рдХो рдз्рдпाрди рдоें рд░рдЦрдХрд░ рддैрдпाрд░ рдХिрдпा рдЧрдпा рд╣ै। рдЗрд╕рдоें basic рд╕े рд▓ेрдХрд░ exam-trap рддрдХ рд╕рднी concepts рдХो detail рдоें рд╕рдордЭाрдпा рдЧрдпा рд╣ै।

1.1 Introduction to Fluid Mechanics

Fluid Mechanics engineering рдХी рд╡рд╣ рд╢ाрдЦा рд╣ै рдЬिрд╕рдоें fluids (liquid рдПрд╡ं gas) рдХे rest (Fluid Statics) рддрдеा motion (Fluid Dynamics) рдоें рд╡्рдпрд╡рд╣ाрд░ рдХा рдЕрдз्рдпрдпрди рдХिрдпा рдЬाрддा рд╣ै।

SSC JE Fluid Mechanics Notes PDF-Style | Boundary Layer, Losses, Devices

Engineering Applications:
  • Water Supply System
  • Irrigation Canals
  • Pumps & Turbines
  • Hydraulic Press
  • Aircraft & Automobile Design

JE Exam Focus: Applications рдкрд░ theory based рдк्рд░рд╢्рди рдкूрдЫे рдЬाрддे рд╣ैं।


1.2 Definition of Fluid

Fluid рд╡рд╣ рдкрджाрд░्рде рд╣ै рдЬो рдмрд╣ुрдд рдЫोрдЯे shear stress рдкрд░ рднी рд▓рдЧाрддाрд░ deform рдХрд░рддा рд╣ै рдФрд░ stress рд╣рдЯाрдиे рдкрд░ рдЕрдкрдиी original shape recover рдирд╣ीं рдХрд░рддा।

Concept: Shear stress ≠ 0 ⇒ Continuous deformation

Examples:
  • Water
  • Oil
  • Air
Non-Example: Solid block

1.3 Difference Between Solid and Fluid

BasisSolidFluid
ShapeFixedContainer dependent
Shear StressResist рдХрд░рддा рд╣ैFlow рдХрд░рддा рд╣ै
DeformationFiniteInfinite

Exam Tip: “Infinite deformation” JE рдоें important keyword рд╣ै।


1.4 Classification of Fluids

(A) Ideal Fluid

  • Zero viscosity
  • Incompressible
  • Hypothetical (real life рдоें exist рдирд╣ीं рдХрд░рддा)

(B) Real Fluid

  • Viscosity present
  • Compressible рдпा incompressible

(C) Newtonian Fluid

Newton’s law of viscosity рдХो follow рдХрд░рддा рд╣ै:

╧Д = ╬╝ (du/dy)

Examples: Water, Air

JE Question: Water → Newtonian fluid

(D) Non-Newtonian Fluid

Viscosity constant рдирд╣ीं рд╣ोрддी। Stress рдФрд░ velocity gradient рдХा relation linear рдирд╣ीं рд╣ोрддा।

Examples: Toothpaste, Blood, Paint


1.5 Density (╧Б)

Density = mass per unit volume

╧Б = m / V

Unit: kg/m³

  • Water = 1000 kg/m³
  • Mercury = 13600 kg/m³

Trap: Density рдФрд░ specific weight рдХो mix рди рдХрд░ें।


1.6 Specific Weight (╬│)

Specific weight = weight per unit volume

╬│ = ╧Б g

Unit: N/m³


1.7 Specific Gravity (SG)

SG = ╧Бfluid / ╧Бwater

Properties:
• Dimensionless
• Water SG = 1

JE Shortcut: SG × 1000 = Density


1.8 Viscosity (рд╢्рдпाрдирддा)

Viscosity fluid рдХा internal resistance рд╣ै рдЬो flow рдХे opposite act рдХрд░рддा рд╣ै।

╧Д = ╬╝ (du/dy)

Dynamic Viscosity (╬╝): Pa·s
Kinematic Viscosity (╬╜): m²/s

High viscosity ⇒ Slow flow


1.9 Surface Tension (╧Г)

Surface tension liquid surface рдкрд░ acting force рд╣ै рдЬो surface area рдХो minimum рдХрд░рдиे рдХी рдХोрд╢िрд╢ рдХрд░рддा рд╣ै।

h = (4╧Г cos╬╕) / (╧Б g d)

╬╕ = 0° ⇒ Maximum capillary rise


1.10 Compressibility & Bulk Modulus

Liquids → almost incompressible
Gases → highly compressible

K = ╬ФP / (╬ФV / V)


1.11 Vapor Pressure & Cavitation

Pressure < Vapor Pressure ⇒ Cavitation

JE Exam рдоें pump problems рд╕े direct рд╕рд╡ाрд▓ рдЖрддे рд╣ैं।


ЁЯФЪ PART–1A SUMMARY (JE Focus)
✔ Definitions clear рд░рдЦें
✔ Units & dimensions рдпाрдж рд░рдЦें
✔ Density, SG, Viscosity рд╕े questions fix рд╣ोрддे рд╣ैं

ЁЯФ╢ PART–1B : FLUID PROPERTIES (NUMERICALS + PYQ – JE EXAM)

рдЗрд╕ рднाрдЧ рдоें UPSSSC / SSC JE рдкрд░ीрдХ्рд╖ा рдоें рдкूрдЫे рдЬाрдиे рд╡ाрд▓े numericals, PYQ concepts рдФрд░ exam traps рдХो detail рдоें рд╕рдордЭाрдпा рдЧрдпा рд╣ै।


1️⃣ Density – Important Numericals

Q1. рдХिрд╕ी fluid рдХा mass 500 kg рд╣ै рдФрд░ volume 0.5 m³ рд╣ै। Density рдЬ्рдЮाрдд рдХрд░ें।

Solution:
╧Б = m / V = 500 / 0.5 = 1000 kg/m³

Exam Tip: Water рдЬैрд╕ी density ⇒ fluid = water (approx).


2️⃣ Specific Gravity – PYQ Type

Q2. рдХिрд╕ी oil рдХी specific gravity 0.8 рд╣ै। рдЙрд╕рдХी density рдХ्рдпा рд╣ोрдЧी?

Solution:
Density = SG × 1000 = 0.8 × 1000 = 800 kg/m³

Exam Trap: рдХрдИ рдЫाрдд्рд░ SG рдХो unit рдХे рд╕ाрде рд▓िрдЦ рджेрддे рд╣ैं – SG рд╣рдоेрд╢ा unitless рд╣ोрддा рд╣ै।


3️⃣ Specific Weight – Numerical

Q3. Water рдХी density 1000 kg/m³ рд╣ै। рдЙрд╕рдХा specific weight рдЬ्рдЮाрдд рдХрд░ें।

Solution:
╬│ = ╧Б g = 1000 × 9.81 = 9810 N/m³


4️⃣ Viscosity – JE Favourite

Q4. рдпрджि fluid рдХी viscosity рдЕрдзिрдХ рд╣ै рддो рдЙрд╕рдХा flow рдХैрд╕ा рд╣ोрдЧा?

Answer: High viscosity ⇒ Slow flow

PYQ Concept: Honey flows slower than water due to higher viscosity.


5️⃣ Newton’s Law of Viscosity – Concept

╧Д = ╬╝ (du/dy)

  • ╧Д ∝ du/dy
  • ╬╝ = constant ⇒ Newtonian fluid

JE Direct Question: Water, air → Newtonian fluids


6️⃣ Surface Tension – PYQ Numerical

Q5. Capillary tube рдоें water рдКрдкрд░ рдХ्рдпों рдЪрдв़рддा рд╣ै?

Answer: Surface tension рдФрд░ adhesion force рдХे рдХाрд░рдг।

╬╕ = 0° ⇒ Maximum capillary rise


7️⃣ Compressibility – Concept

  • Liquids → Nearly incompressible
  • Gases → Highly compressible

JE PYQ: Hydraulic machines рдоें liquid use рдХिрдпा рдЬाрддा рд╣ै।


8️⃣ Vapor Pressure & Cavitation

Q6. Cavitation рдХрдм рд╣ोрддा рд╣ै?

Answer: рдЬрдм liquid pressure, vapor pressure рд╕े рдХрдо рд╣ो рдЬाрддा рд╣ै।

Exam Link: Pump suction problems


9️⃣ One-Line JE Questions

  • SG of water = 1
  • Viscosity рдХा SI unit = Pa·s
  • Kinematic viscosity unit = m²/s
  • Surface tension unit = N/m

ЁЯФЪ PART–1B SUMMARY
✔ Numericals рдкрд╣рд▓े formula рд╕े рд╢ुрд░ू рдХрд░ें
✔ Units рдкрд░ extra рдз्рдпाрди рджें
✔ PYQ concepts repeat рд╣ोрддे рд╣ैं

ЁЯФ╖ PART–2 : HYDROSTATIC PRESSURE (Theory + Numericals – JE Exam)

рдЗрд╕ рднाрдЧ рдоें Hydrostatic Pressure рдХो concept + numericals + PYQ рдХे рд╕ाрде рд╡िрд╕्рддाрд░ рд╕े рд╕рдордЭाрдпा рдЧрдпा рд╣ै। рдпрд╣ рд╣िрд╕्рд╕ा UPSSSC / SSC JE рдкрд░ीрдХ्рд╖ा рдоें рдмрд╣ुрдд рдЬ़्рдпाрджा рдкूрдЫा рдЬाрддा рд╣ै।


2.1 Pressure in a Static Fluid

рдЬрдм fluid rest рдоें рд╣ोрддा рд╣ै, рддрдм рдЙрд╕рдХे рдХाрд░рдг рд▓рдЧрдиे рд╡ाрд▓े pressure рдХो Hydrostatic Pressure рдХрд╣рддे рд╣ैं।

Formula:
p = ╧Б g h

  • p = pressure (N/m²)
  • ╧Б = density (kg/m³)
  • g = gravity (9.81 m/s²)
  • h = depth (m)

JE Concept: Pressure depth рдкрд░ depend рдХрд░рддा рд╣ै, container shape рдкрд░ рдирд╣ीं।


2.2 Pascal’s Law

Pascal’s Law рдХे рдЕрдиुрд╕ाрд░, рдХिрд╕ी enclosed fluid рдкрд░ рд▓рдЧाрдпा рдЧрдпा pressure рд╣рд░ рджिрд╢ा рдоें рд╕рдоाрди рд░ूрдк рд╕े transmit рд╣ोрддा рд╣ै।

Applications:
  • Hydraulic press
  • Hydraulic jack
  • Hydraulic lift

JE PYQ: Hydraulic machines Pascal’s law рдкрд░ рдЖрдзाрд░िрдд рд╣ोрддी рд╣ैं।


2.3 Pressure Measurement Devices

  • Piezometer – low pressure liquids
  • U-tube Manometer
  • Differential Manometer

Exam Tip: Gases рдХे рд▓िрдП piezometer рдЙрдкрдпोрдЧ рдирд╣ीं рд╣ोрддा।


2.4 Total Pressure on Submerged Surface

рдХिрд╕ी plane surface рдкрд░ fluid рдж्рд╡ाрд░ा рд▓рдЧाрдпा рдЧрдпा total force:

P = ╧Б g A h̄

рдЬрд╣ाँ = surface рдХा centroid depth


2.5 Center of Pressure

Center of Pressure рд╡рд╣ рдмिंрджु рд╣ै рдЬрд╣ाँ total pressure act рдХрд░рддा рд╣ै।

hcp = h̄ + ( IG / (A h̄) )

JE Rule: Center of pressure рд╣рдоेрд╢ा centroid рд╕े рдиीрдЪे рд╣ोрддा рд╣ै।


ЁЯУШ Numerical–1 (Pressure at Depth)

Q. 5 m рдЧрд╣рд░ाрдИ рдкрд░ рдкाрдиी рдХा pressure рдЬ्рдЮाрдд рдХрд░ें। (╧Б = 1000 kg/m³)

Solution:
p = ╧Б g h = 1000 × 9.81 × 5
p = 49,050 N/m²


ЁЯУШ Numerical–2 (Total Pressure)

Q. 2 m² рдХ्рд╖ेрдд्рд░рдлрд▓ рдХी plate 4 m depth рдкрд░ рд░рдЦी рд╣ै। Total pressure рдЬ्рдЮाрдд рдХрд░ें।

Solution:
P = ╧Б g A h̄
P = 1000 × 9.81 × 2 × 4
P = 78,480 N


ЁЯУШ Numerical–3 (Center of Pressure – Concept)

Q. Center of pressure centroid рд╕े рдКрдкрд░ рд╣ोрдЧा рдпा рдиीрдЪे?

Answer: рд╣рдоेрд╢ा centroid рд╕े рдиीрдЪे


ЁЯУЭ One-Line JE Questions

  • Pressure ∝ Depth
  • Hydrostatic pressure shape independent рд╣ोрддा рд╣ै
  • Pascal’s law enclosed fluid рдкрд░ рд▓ाрдЧू рд╣ोрддा рд╣ै
  • Center of pressure ≠ Centroid

ЁЯФЪ PART–2 SUMMARY (JE Focus)
✔ Formula рдпाрдж рд░рдЦें
✔ Numericals рдоें units check рдХрд░ें
✔ Center of pressure рдкрд░ direct рд╕рд╡ाрд▓ рдЖрддे рд╣ैं

ЁЯФ╖ PART–3 : ORIFICES, NOTCHES & WEIRS (JE Exam)

рдЗрд╕ рднाрдЧ рдоें Orifice, Notch рдФрд░ Weir рдХो theory + numericals + PYQ рдХे рд╕ाрде рд╕рдордЭाрдпा рдЧрдпा рд╣ै। рдпрд╣ topic SSC JE / UPSSSC JE рдоें рдмрд╣ुрдд important рд╣ै।


3.1 Orifice (рдУрд░िрдл़िрд╕)

Orifice рдПрдХ рдЫोрдЯा рд╕ा рдЫिрдж्рд░ рд╣ोрддा рд╣ै рдЬिрд╕рд╕े fluid рдмाрд╣рд░ рдиिрдХрд▓рддा рд╣ै।

  • Small orifice
  • Large orifice

Theoretical velocity:
v = √(2gh)

Real velocity = Cv √(2gh)


3.2 Coefficients of Orifice

  • Cv – Coefficient of velocity
  • Cc – Coefficient of contraction
  • Cd – Coefficient of discharge

Cd = Cv × Cc

JE PYQ: Cd рд╣рдоेрд╢ा 1 рд╕े рдХрдо рд╣ोрддा рд╣ै।


3.3 Notch

Notch рдПрдХ sharp edged opening рд╣ोрддी рд╣ै рдЬिрд╕рд╕े fluid flow рдХрд░рддा рд╣ै।

  • Rectangular notch
  • Triangular (V-notch)

Rectangular Notch:
Q = (2/3) Cd b √(2g) h3/2

V–Notch:
Q = (8/15) Cd √(2g) tan(╬╕/2) h5/2


3.4 Weir

Weir рд╡ाрд╕्рддрд╡ рдоें рдПрдХ рдмрдб़ा notch рд╣ोрддा рд╣ै рдЬो channel рдоें рдмрдиाрдпा рдЬाрддा рд╣ै।

  • Rectangular weir
  • Triangular weir
  • Broad crested weir

Difference: Notch → tank / small flow Weir → open channel / large flow


ЁЯУШ Numerical–1 (Orifice Velocity)

Q. рдПрдХ orifice 4 m depth рдкрд░ рд╣ै। Theoretical velocity рдЬ्рдЮाрдд рдХрд░ें।

Solution:
v = √(2gh) = √(2 × 9.81 × 4)
v = 8.86 m/s


ЁЯУШ Numerical–2 (Rectangular Notch)

Q. Rectangular notch рдХी width 1 m рдФрд░ head 0.5 m рд╣ै। Discharge рдЬ्рдЮाрдд рдХрд░ें (Cd = 0.62)।

Solution:
Q = (2/3) × 0.62 × 1 × √(2 × 9.81) × (0.5)3/2
Q ≈ 0.46 m³/s


ЁЯУШ Numerical–3 (Concept PYQ)

Q. Discharge measurement рдХे рд▓िрдП рдХौрди рд╕ा рдЕрдзिрдХ accurate рд╣ै?

Answer: V–Notch (small discharge рдХे рд▓िрдП)


ЁЯУЭ One-Line JE Questions

  • Orifice tank рдоें use рд╣ोрддा рд╣ै
  • Notch sharp edged opening рд╣ै
  • Weir open channel рдоें use рд╣ोрддा рд╣ै
  • Cd < 1

ЁЯФЪ PART–3 SUMMARY (JE Focus)
✔ Formulas рдпाрдж рд░рдЦें
✔ V–Notch small discharge рдХे рд▓िрдП best рд╣ै
✔ PYQ рдоें coefficients рдкूрдЫे рдЬाрддे рд╣ैं

ЁЯФ╖ PART–4 : PIPE FLOW & LOSSES (JE Exam)

рдЗрд╕ рднाрдЧ рдоें Pipe Flow рдФрд░ Losses in Pipe рдХो theory + numericals + PYQ рдХे рд╕ाрде рд╕рдордЭाрдпा рдЧрдпा рд╣ै। рдпрд╣ topic SSC JE / UPSSSC JE рдоें рдмрд╣ुрдд рдмाрд░ рдкूрдЫा рдЬाрддा рд╣ै।


4.1 Types of Flow

  • Laminar Flow
  • Turbulent Flow

Reynolds Number:
Re = (╧Б v d) / ╬╝

  • Re < 2000 → Laminar
  • Re > 4000 → Turbulent
  • 2000–4000 → Transition

JE PYQ: Flow type рд╣рдоेрд╢ा Reynolds number рд╕े рддрдп рд╣ोрддा рд╣ै।


4.2 Darcy–Weisbach Equation

Pipe рдоें friction рдХे рдХाрд░рдг рд╣ोрдиे рд╡ाрд▓ा head loss:

hf = f (L/D) (v² / 2g)

  • f = friction factor
  • L = pipe length
  • D = pipe diameter

4.3 Major Loss

Pipe рдХी рдкूрд░ी length рдоें friction рд╕े рд╣ोрдиे рд╡ाрд▓ा loss

Depends on: Length, diameter, velocity, roughness


4.4 Minor Losses

  • Entry loss
  • Exit loss
  • Bend loss
  • Sudden expansion
  • Sudden contraction

Exit loss: h = v² / 2g

JE Concept: Minor losses ∝ velocity²


ЁЯУШ Numerical–1 (Reynolds Number)

Q. рдкाрдиी pipe рдоें 1 m/s velocity рд╕े flow рдХрд░ рд░рд╣ा рд╣ै। Diameter = 0.05 m, ╬╝ = 0.001 N·s/m² Flow рдХा type рдмрддाрдЗрдП।

Solution:
Re = (╧Б v d) / ╬╝
Re = (1000 × 1 × 0.05) / 0.001
Re = 50,000 → Turbulent flow


ЁЯУШ Numerical–2 (Head Loss)

Q. 100 m рд▓ंрдмी pipe рдХा diameter 0.1 m рд╣ै। Velocity = 2 m/s, f = 0.02 Head loss рдЬ्рдЮाрдд рдХрд░ें।

Solution:
hf = f (L/D) (v² / 2g)
= 0.02 × (100 / 0.1) × (4 / 19.62)
= 4.08 m


ЁЯУШ Numerical–3 (Exit Loss)

Q. Pipe рд╕े fluid рдмाрд╣рд░ рдиिрдХрд▓ рд░рд╣ा рд╣ै рдЬिрд╕рдХी velocity 3 m/s рд╣ै। Exit loss рдЬ्рдЮाрдд рдХрд░ें।

Solution:
h = v² / 2g = 9 / 19.62 = 0.46 m


ЁЯУЭ One-Line JE Questions

  • Major loss friction рдХे рдХाрд░рдг рд╣ोрддा рд╣ै
  • Minor loss fittings рдХे рдХाрд░рдг рд╣ोрддा рд╣ै
  • Exit loss = v² / 2g
  • Reynolds number dimensionless рд╣ै

ЁЯФЪ PART–4 SUMMARY (JE Focus)
✔ Reynolds number рд╕े flow type рдкрд╣рдЪाрдиें
✔ Darcy formula exam favourite рд╣ै
✔ Minor losses рдХे formula рдпाрдж рд░рдЦें

ЁЯФ╖ PART–5 : BOUNDARY LAYER THEORY (JE Exam)

рдЗрд╕ рднाрдЧ рдоें Boundary Layer Theory рдХो simple language + JE exam focus рдХे рд╕ाрде рд╕рдордЭाрдпा рдЧрдпा рд╣ै। рдпрд╣ topic SSC JE / UPSSSC рдоें direct рдкूрдЫा рдЬाрддा рд╣ै।

5.1 Boundary Layer рдХ्рдпा рд╣ै?

рдЬрдм рдХोрдИ fluid рдХिрд╕ी solid surface рдХे рдКрдкрд░ flow рдХрд░рддा рд╣ै, рддो surface рдХे рдкाрд╕ fluid рдХी velocity рд╢ूрди्рдп рд╣ोрддी рд╣ै। рдЗрд╕े No-Slip Condition рдХрд╣рддे рд╣ैं।

Solid surface рдХे рдкाрд╕ рдмрдиा рд╣ुрдЖ рдкрддрд▓ा рдХ्рд╖ेрдд्рд░ Boundary Layer рдХрд╣рд▓ाрддा рд╣ै।

5.2 Boundary Layer Thickness (╬┤)

Boundary layer thickness рд╡рд╣ рджूрд░ी рд╣ै рдЬрд╣ाँ fluid рдХी velocity, free stream velocity рдХी 99% рд╣ो рдЬाрддी рд╣ै।

╬┤ ⇒ рдЬрд╣ाँ v = 0.99 V
JE Concept: 100% рдирд╣ीं, 99% velocity рд▓ी рдЬाрддी рд╣ै।

5.3 Types of Boundary Layer

  • Laminar Boundary Layer
  • Turbulent Boundary Layer
  • Transition Zone
  • Low velocity → Laminar
  • High velocity → Turbulent

5.4 Laminar Boundary Layer

Laminar boundary layer рдоें fluid smooth layers рдоें flow рдХрд░рддा рд╣ै рдФрд░ mixing рдирд╣ीं рд╣ोрддी।

Feature: Friction loss рдХрдо рд╣ोрддा рд╣ै

5.5 Turbulent Boundary Layer

Turbulent boundary layer рдоें fluid motion irregular рд╣ोрддा рд╣ै рдФрд░ mixing рдЕрдзिрдХ рд╣ोрддी рд╣ै।

Feature: Friction loss рдЕрдзिрдХ рд╣ोрддा рд╣ै

5.6 Boundary Layer Separation

рдЬрдм fluid flow рдХрд░рддे рд╕рдордп pressure рдмрдв़рддा рд╣ै (Adverse Pressure Gradient), рддो boundary layer surface рд╕े рдЕрд▓рдЧ рд╣ो рдЬाрддी рд╣ै।

Boundary layer separation ⇒ Flow reversal
JE PYQ: Separation pressure increase рдХे рдХाрд░рдг рд╣ोрддा рд╣ै।

5.7 Effects of Boundary Layer

  • Drag force рдЙрдд्рдкрди्рди рд╣ोрддा рд╣ै
  • Energy loss рд╣ोрддा рд╣ै
  • Lift force рдк्рд░рднाрд╡िрдд рд╣ोрддी рд╣ै

ЁЯУЭ One-Line JE Questions

  • No-slip condition solid surface рдкрд░ рд▓ाрдЧू рд╣ोрддी рд╣ै
  • Boundary layer thickness рдХो ╬┤ рд╕े рджрд░्рд╢ाрддे рд╣ैं
  • Laminar BL рдоें friction рдХрдо рд╣ोрддा рд╣ै
  • Boundary layer separation pressure increase рд╕े рд╣ोрддा рд╣ै

ЁЯФЪ PART–5 SUMMARY (JE Focus)
✔ 99% velocity concept рдпाрдж рд░рдЦें
✔ Separation рдХा рдХाрд░рдг рдЬрд░ूрд░ рдпाрдж рд░рдЦें
✔ Theory-based questions direct рдЖрддे рд╣ैं

ЁЯФ╖ PART–6 : FLOW MEASUREMENT DEVICES (JE Exam)

рдЗрд╕ рднाрдЧ рдоें Flow Measurement Devices рдХो theory + formulas + JE exam focus рдХे рд╕ाрде рд╕рдордЭाрдпा рдЧрдпा рд╣ै। рдпрд╣ topic SSC JE / UPSSSC JE рдоें direct рдкूрдЫा рдЬाрддा рд╣ै।


6.1 Flow Measurement Devices рдХ्рдпा рд╣ैं?

Flow measurement devices рдХा рдЙрдкрдпोрдЧ pipe рдпा channel рдоें flow rate (discharge) рдоाрдкрдиे рдХे рд▓िрдП рдХिрдпा рдЬाрддा рд╣ै।

  • Venturimeter
  • Orificemeter
  • Pitot Tube
  • Rotameter

6.2 Venturimeter

Venturimeter Bernoulli’s theorem рдкрд░ рдЖрдзाрд░िрдд device рд╣ै рдЬो pipe рдоें discharge measure рдХрд░рддा рд╣ै।

Discharge Formula:
Q = Cd × (A₁A₂ / √(A₁² − A₂²)) × √(2gh)

  • Losses рдХрдо рд╣ोрддे рд╣ैं
  • Accuracy рд╕рдмрд╕े рдЬ़्рдпाрджा

JE PYQ: Venturimeter рд╕рдмрд╕े accurate device рд╣ै।


6.3 Orificemeter

Orificemeter рднी Bernoulli principle рдкрд░ рдХाрдо рдХрд░рддा рд╣ै рд▓ेрдХिрди рдЗрд╕рдоें losses рдЕрдзिрдХ рд╣ोрддे рд╣ैं।

  • Cheap device
  • Losses рдЬ्рдпाрджा
  • Accuracy рдХрдо

Exam Trap: Orificemeter ≠ Orifice


6.4 Pitot Tube

Pitot Tube velocity measurement рдХे рд▓िрдП use рд╣ोрддा рд╣ै।

Velocity Formula:
v = C √(2gh)

рдЬрд╣ाँ h = stagnation head

JE Concept: Pitot tube discharge рдирд╣ीं, velocity рдоाрдкрддा рд╣ै।


6.5 Rotameter

Rotameter рдПрдХ variable area flow meter рд╣ै।

  • Vertical tube
  • Float рдКрдкрд░–рдиीрдЪे move рдХрд░рддा рд╣ै
  • Low pressure liquids рдХे рд▓िрдП

JE PYQ: Rotameter = Variable area meter


6.6 Comparison (Exam Favourite)

DeviceMeasuresAccuracy
VenturimeterDischargeHigh
OrificemeterDischargeLow
Pitot TubeVelocityMedium
RotameterDischargeMedium

ЁЯУЭ One-Line JE Questions

  • Venturimeter рд╕рдмрд╕े accurate рд╣ोрддा рд╣ै
  • Pitot tube velocity measure рдХрд░рддा рд╣ै
  • Orificemeter рдоें head loss рдЕрдзिрдХ рд╣ोрддा рд╣ै
  • Rotameter variable area meter рд╣ै

ЁЯФЪ PART–6 SUMMARY (JE Focus)
✔ Bernoulli theorem рдмрд╣ुрдд important рд╣ै
✔ Comparison questions рдмाрд░-рдмाрд░ рдЖрддे рд╣ैं
✔ Pitot vs Venturi confuse рди рдХрд░ें

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