Q.An ideal fluid flows through a pipe of circular cross-section made of two sections with diameters 2.5 cm and 3.75 cm. The ratio of the velocities in the two pipes is
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🔒 Start your 14-day free trial to unlock the full solution →Concept understanding — Equation of Continuity
The Intuition: Why a River Speeds Up in a Narrow Stretch
Imagine you're standing on a bridge watching a river. The river is wide and slow-moving upstream. Then it passes through a narrow gorge — suddenly the water races through, fast and turbulent. Yet the same amount of water must pass every point every second. Water can't pile up or vanish.
That's the core idea: what flows in must flow out. If the pipe (or river) gets narrower, the fluid must move faster to get the same volume through in the same time. If it widens, the fluid slows down.
This is not a guess — it's a direct consequence of mass being conserved. Fluid cannot be created or destroyed inside a pipe (assuming no leaks). So the mass that enters a section per second must equal the mass that leaves it per second.
The Precise Statement
For a fluid flowing steadily through a pipe of varying cross-section, the product of cross-sectional area and flow speed is constant at every point along the pipe.
A1v1=A2v2
Where:
- A = cross-sectional area of the pipe (in m2)
- v = flow speed of the fluid (in m/s)
The product Av is called the volume flow rate (or discharge), often denoted Q. Its SI unit is m3/s.
Why It Works: The Derivation in One Minute
Consider a pipe with cross-sectional area A. In a small time Δt, a fluid particle moves a distance vΔt. The volume of fluid that crosses the section in that time is:
Volume=A×(vΔt)
So the volume flow rate is:
Q=ΔtVolume=Av
Now take two different cross-sections (1 and 2) along the same pipe. If the fluid is incompressible (density constant) and no fluid is added or removed between them, the volume entering section 1 per second must equal the volume leaving section 2 per second:
A1v1=A2v2
That's it. The equation is a direct statement of conservation of mass for an incompressible fluid.
The equation of continuity assumes:
- Steady flow — velocity at any point doesn't change with time.
- Incompressible fluid — density is constant (true for liquids; approximate for gases at low speeds).
- No sources or sinks — no fluid is added or removed between sections.
What It Tells You (and What It Doesn't)
It tells you: If you know the area and speed at one point, you can find the speed at any other point. A garden hose with a nozzle: wide at the tap (A1 large, v1 small), narrow at the nozzle (A2 small, v2 large). That's why water shoots out fast when you cover part of the opening with your thumb.
It does NOT tell you: Why the fluid speeds up or slows down. That's the job of Bernoulli's equation, which relates speed to pressure. The continuity equation is purely geometric — it's about how much fluid must move, not about the forces that make it move.
A Common Mistake to Avoid
Students often think that if the pipe narrows, the fluid must speed up because "pressure pushes it harder." That's backwards. The continuity equation says the speed must increase to conserve mass. The pressure drop (which Bernoulli explains) is a consequence of that speed increase, not its cause.
Quick Example …
The key idea here is the Equation of Continuity, which states that for an incompressible, non-viscous fluid in steady flow through a pipe, the volume flow rate remains constant.
A1v1=A2v2
Here, A is the cross-sectional area and v is the fluid velocity.
For a circular cross-section, the area A=π(D/2)2=4πD2, where D is the diameter.
Substituting this into the Equation of Continuity:
4πD12v1=4πD22v2
D12v1=D22v2 …
For an ideal, incompressible fluid flowing through a pipe, the volume flow rate is constant. This means the product of the cross-sectional area and the fluid velocity remains constant. Since the area is proportional to the square of the diameter, the velocity is inversely proportional to the square of the diameter. The ratio of velocities in the two pipes is 9:4.
When an ideal fluid flows through a pipe, its mass flow rate must remain constant at every cross-section, assuming no fluid is added or removed along the pipe. An ideal fluid is considered incompressible, meaning its density (ρ) does not change. Therefore, if the mass flow rate (m˙=ρAv) is constant and density is constant, the volume flow rate (Q=Av) must also be constant. This principle is known as the Equation of Continuity.
Here, A is the cross-sectional area of the pipe and v is the average velocity of the fluid across that cross-section. If the pipe narrows, the fluid must speed up to maintain the same volume flow rate. If the pipe widens, the fluid slows down.
-
Identify the given information and the goal.
We are given the diameters of two sections of a pipe:
d1=2.5 cm
d2=3.75 cm
We need to find the ratio of the velocities, v1:v2.
-
Apply the Equation of Continuity.
For an ideal fluid flowing through a pipe, the volume flow rate (Q) is constant.
A1v1=A2v2
Here, A1 and A2 are the cross-sectional areas of the two pipe sections, and v1 and v2 are the fluid velocities in those sections, respectively.
-
Express the cross-sectional area in terms of diameter.
The pipe has a circular cross-section. The area of a circle is given by A=πr2, where r is the radius. Since the diameter d=2r, we have r=d/2.
Substituting this into the area formula:
A=π(2d)2=4πd2
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Substitute the area expressions into the Equation of Continuity.
Using the formula for area, we can write:
(4πd12)v1=(4πd22)v2
-
Simplify the equation and find the ratio of velocities.
We can cancel out the common term 4π from both sides:
d12v1=d22v2
Now, rearrange this equation to find the ratio v1:v2: …
Continuity: A1v1=A2v2, A=piD^2/4. D1^2v1=D2^2*v2 => v1/v2=(D2/D1)^2=(3.75/2.5)^2=(1.5)^2=2.2 …
Showing the 12 most recent of 18 on this concept.
- TG EAPCET 2026Set eng-2026-05-09-AN1 markMCQQ.Water is flowing through a horizontal pipe AB of non-uniform cross section. Water is entering the pipe at the end A having cross-sectional area of 4 cm2 at a pressure of 105 Nm−2 with a velocity of 20 ms−1 and water is leaving the pipe at the end B having cross-sectional area 8 cm2. The pressure at the end B of the pipe is (A) 0.5×105 Nm−2 (B) 2.5×105 Nm−2 (C) 3.5×105 Nm−2 (D) 4.5×105 Nm−2
›Reveal solutionSolution
Using the equation of continuity to find the velocity at B, then applying Bernoulli's equation for horizontal flow, gives the pressure at B as 2.5×105 Nm−2, so the correct option is (B).
The problem is a direct application of Bernoulli's principle combined with the equation of continuity. Water flows horizontally through a pipe of changing cross-section — no height change, so the gravitational term drops out. Where the pipe widens, the speed drops and the pressure rises. We know the speed and pressure at the narrow end A; we find the speed at the wider end B from continuity, then use Bernoulli to get the pressure at B.
- Find the velocity at B using the equation of continuity. For an incompressible fluid the volume flow rate is constant:
AAvA=ABvB
Given AA=4 cm2, AB=8 cm2, vA=20 m/s:
vB=ABAAvA=84×20=10 m/s
- Apply Bernoulli's equation for horizontal flow. Since the pipe is horizontal, hA=hB, so the height terms cancel:
PA+21ρvA2=PB+21ρvB2
Here ρ=1000 kg/m3, PA=105 N/m2, vA=20 m/s, vB=10 m/s.
- Solve for PB. PB=PA+21ρ(vA2−vB2) …
- TG EAPCET 2026Set eng-2026-05-09-FN1 markMCQQ.A tank contains 140 cm height of water at the bottom and an oil of density 900kgm−3 to a height of 200 cm above water. If the liquids are immiscible, then the initial velocity of efflux of water through a small opening at the bottom of the tank is (Acceleration due to gravity =10ms−2) (A) 12ms−1 (B) 6ms−1 (C) 4ms−1 (D) 8ms−1
›Reveal solutionSolution
The key idea is to apply Torricelli’s law using the effective pressure at the bottom due to both liquid columns. The velocity is v=2gheff, where heff is the height of a single fluid column that would produce the same pressure. The result is v=8 m/s, so the correct option is (D).
Concept & Intuition
Torricelli’s law says that the speed of efflux from a small hole at the bottom of a tank is v=2gh — but only if the tank contains a single liquid of uniform density. Here we have two immiscible liquids: water (density ρw=1000 kg/m3) below oil (density ρo=900 kg/m3). The pressure at the bottom is the sum of the pressures from both columns. That total pressure determines the efflux speed, as if a single liquid of some equivalent height were pushing the water out. So we compute the total gauge pressure at the hole, then convert it into an equivalent height of water, and finally apply Torricelli’s law.
Step-by-step solution
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Identify the given data
- Height of water: hw=140 cm=1.4 m
- Height of oil: ho=200 cm=2.0 m
- Density of water: ρw=1000 kg/m3
- Density of oil: ρo=900 kg/m3
- g=10 m/s2
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Compute the total gauge pressure at the bottom
The pressure due to the water column:
Pw=ρwghw=1000×10×1.4=14000 Pa
The pressure due to the oil column:
Po=ρogho=900×10×2.0=18000 Pa
Total gauge pressure at the hole:
Ptotal=Pw+Po=14000+18000=32000 Pa
- Find the equivalent height of a single water column If only water were present, the pressure at depth heff would be ρwgheff. Set this equal to the total pressure: ρwgheff=32000 …
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- TG EAPCET 2026Set eng-2026-05-11-FN1 markMCQQ.A point object is moving towards a concave mirror of focal length 20 cm along the principal axis with a uniform speed of 4 cm s−1. The speed of the image when the object is at a distance of 60 cm from the mirror is (A) 3 cm s−1 (B) 1 cm s−1 (C) 2 cm s−1 (D) 4 cm s−1
›Reveal solutionSolution
The speed of the image is found by differentiating the mirror formula with respect to time. Using the given object speed and focal length, the image speed comes out to be 1 cm s−1, so the correct option is (B).
Concept and intuition:
When an object moves along the principal axis of a concave mirror, its image also moves. The relationship between object distance u and image distance v is given by the mirror formula:
u1+v1=f1
Here, f=−20 cm (concave mirror, focal length negative by sign convention), and u is negative for real objects in front of the mirror. The speed of the image is the rate of change of v with time, which we get by differentiating the mirror formula. The key is to treat u and v as functions of time and use the chain rule.
Step-by-step solution:
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Set up sign convention and given data
For a concave mirror, focal length f=−20 cm.
Object distance u=−60 cm (negative because object is in front of the mirror).
Object speed vo=dtdu=−4 cm/s (negative because object moves toward the mirror, so u becomes less negative, i.e., increases; but careful: the problem says "uniform speed of 4 cm/s", so magnitude is 4, direction is toward mirror, so dtdu=+4? Let's clarify:
If object moves toward mirror, its distance from mirror decreases. Since u is negative, moving toward mirror means u becomes less negative, so u increases. Hence dtdu=+4 cm/s. We'll use this.)
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Mirror formula
u1+v1=f1
Substitute u=−60, f=−20:
−601+v1=−201
−601+v1=−201
v1=−201+601=−603+601=−602=−301
So v=−30 cm (image is real, in front of mirror).
- Differentiate the mirror formula with respect to time
dtd(u1)+dtd(v1)=0
Using chain rule:
−u21dtdu−v21dtdv=0
Multiply through by −1: …
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- TG EAPCET 2026Set ap-2026-05-04-AN1 markMCQQ.When a current of 3 A flows through a uniform copper wire of radius 0.6 mm, the average drift speed of the electrons is V. If 1.5 A current is flowing in another uniform copper wire of radius 1.2 mm, then the average drift speed of the electrons is (A) V (B) 2V (C) 4V (D) 8V
›Reveal solutionSolution
The drift speed of electrons is directly proportional to the current and inversely proportional to the square of the wire's radius. For the given changes, the new drift speed will be 8V.
When an electric current flows through a conductor, it's due to the collective motion of charge carriers, typically electrons. These electrons don't move in a straight line at high speed; instead, they undergo frequent collisions with the atoms of the conductor. Under the influence of an electric field, they acquire a small average velocity in a direction opposite to the field, which is called the drift speed.
The relationship between current (I) and the average drift speed (vd) of electrons is fundamental. The current is essentially the amount of charge passing through a cross-section of the wire per unit time. If we consider a segment of the wire, the total charge in that segment moving past a point depends on the number of free electrons per unit volume (number density, n), the charge of each electron (e), the cross-sectional area of the wire (A), and how fast these electrons are drifting (vd).
The current I flowing through a conductor is given by:
I=nAvde
where:
- n is the number density of free electrons (number of electrons per unit volume)
- A is the cross-sectional area of the wire
- vd is the average drift speed of the electrons
- e is the magnitude of the charge of an electron (1.6×10−19 C)
For a given material like copper, the number density of free electrons (n) is a constant. The charge of an electron (e) is also a universal constant. Therefore, for a specific material, the current I is directly proportional to the product of the cross-sectional area A and the drift speed vd.
I∝Avd
Since the wire is uniform and circular, its cross-sectional area A is given by πr2, where r is the radius. So, we can write:
I∝(πr2)vd
I∝r2vd
This means that the drift speed vd is directly proportional to the current I and inversely proportional to the square of the radius r2.
vd∝r2I
We can use this proportionality to compare the drift speeds in the two scenarios.
Here's how to solve the problem step-by-step:
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Identify the given information for both wires.
- Wire 1:
- Current I1=3 A
- Radius r1=0.6 mm
- Drift speed vd1=V
- Wire 2:
- Current I2=1.5 A
- Radius r2=1.2 mm
- Drift speed vd2=?
- Wire 1:
-
Write the current equation for each wire.
Since both wires are made of copper, the number density of free electrons (n) and the charge of an electron (e) are the same for both.
- For Wire 1: I1=n(πr12)vd1e
- For Wire 2: I2=n(πr22)vd2e …
- TG EAPCET 2025Set eng-2025-05-02-AN1 markMCQQ.Water is filled in a tank up to a height of 20 cm from the bottom of the tank. Water flows through a hole of area 1mm2 at its bottom. The mass of the water coming out from the hole in a time of 0.6 s is (Density of water =1000kg m−3 and acceleration due to gravity =10ms−2) (A) 1.8g (B) 1.2g (C) 0.6g (D) 2.4g
›Reveal solutionSolution
Using Torricelli’s law for efflux speed and the continuity of flow, the mass of water discharged in 0.6 s is found to be 1.2 g, corresponding to option (B).
Concept & Intuition
When water flows out of a small hole at the bottom of a tank, the speed of efflux is given by Torricelli’s law: v=2gh, where h is the height of the water column above the hole. This is analogous to a free-falling object acquiring speed under gravity. The volume flow rate is the product of the hole’s cross-sectional area and this speed. Multiplying by density gives the mass flow rate, and then multiplying by time yields the total mass discharged. The key assumption is that the water level remains nearly constant over the short time interval (0.6 s), so we treat h as constant.
Step-by-step solution
-
Identify the given data
Height of water column: h=20 cm=0.2 m
Hole area: A=1 mm2=1×10−6 m2
Time: t=0.6 s
Density: ρ=1000 kg/m3
Gravity: g=10 m/s2
-
Find the efflux speed using Torricelli’s law
v=2gh=2×10×0.2=4=2 m/s
- Compute the volume flow rate Volume per second = area × speed:
dtdV=Av=(1×10−6)×2=2×10−6 m3/s
- Compute the mass flow rate Mass per second = density × volume flow rate: dtdm=ρ⋅dtdV=1000×2×10−6=2×10−3 kg/s…
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- TG EAPCET 2025Set ap-2025-04-29-FN1 markMCQQ.A tank is filled with water to a height of 80 cm from its bottom. The speed of efflux of water through a hole on the side wall of the tank near its bottom is (Acceleration due to gravity =10 ms−2) (A) 6 ms−1 (B) 4 ms−1 (C) 8 ms−1 (D) 2 ms−1
›Reveal solutionSolution
The speed of efflux from a hole near the bottom of a tank depends only on the height of the water column above the hole. Using Torricelli’s theorem, v=2gh, with h=0.8 m and g=10 m/s2, the speed is 4 m/s.
The concept here is Torricelli’s theorem, which is a direct application of Bernoulli’s principle. When a liquid is in an open tank, the pressure at the free surface is atmospheric, and the pressure just outside the hole is also atmospheric. If the hole is small and the tank is large, the water level falls slowly enough that the velocity of the water surface can be taken as nearly zero. Bernoulli’s equation then simplifies beautifully: the speed of efflux depends only on the height of the liquid column above the hole, just like a freely falling body.
Let’s work through it step by step.
-
Identify the relevant height. The hole is near the bottom, so the height of the water column above it is essentially the full depth of water in the tank. That depth is given as 80 cm. Convert to SI units:
h=80 cm=0.8 m.
-
Apply Torricelli’s theorem. For a hole at depth h below the free surface, the speed of efflux is
v=2gh
This formula comes from equating the gravitational potential energy lost by a unit volume of water (as it falls from the surface to the hole) to the kinetic energy gained.
- Plug in the values. v=2×10×0.8=16=4 m/s …
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- TG EAPCET 2024Set eng-2024-05-09-AN1 markMCQQ.Water flows through a horizontal pipe of variable cross-section at the rate of 12π litre per minute. The velocity of the water at the point where the diameter of the pipe becomes 2cm is (A) 6ms−1 (B) 8ms−1 (C) 4ms−1 (D) 2ms−1
›Reveal solutionSolution
Convert the flow rate to SI and divide by the cross-sectional area: v=Q/A=2 ms−1 — option (D).
Step-by-step solution
The volume flow rate is constant along the pipe: Q=Av.
Flow rate in SI units:
Q=12π litre/min=60 s12π×10−3 m3=2π×10−4 m3s−1.
Cross-sectional area at diameter 2 cm (radius r=1 cm=10−2 m): …
- TG EAPCET 2024Set eng-2024-05-09-FN1 markMCQQ.The height of water level in a tank of uniform cross-section is 5 m. The volume of the water leaked in 5 s through a hole of area 2.4mm2 made at the bottom of the tank is (Assume the level of the water in the tank remains constant and acceleration due to gravity =10ms−2) (A) 90×10−6 m3 (B) 120×10−6 m3 (C) 80×10−6 m3 (D) 40×10−6 m3
›Reveal solutionSolution
Using Torricelli’s law, the efflux speed is constant because the water level is kept fixed. The volume leaked in 5 s is area × speed × time, giving 120×10−6 m3, which corresponds to option (B).
The key idea is Torricelli’s law: for a tank with a small hole at the bottom, if the water level is kept constant, the speed of efflux is the same as the speed a drop would have if it fell freely from the water surface to the hole. That speed is v=2gh, where h is the height of the water column above the hole. Since the level doesn’t change, the flow rate is steady, and the volume leaked is simply the product of the hole’s area, the efflux speed, and the time.
-
Identify the given data
- Height of water column: h=5 m
- Hole area: A=2.4 mm2=2.4×10−6 m2 (since 1 mm2=10−6 m2)
- Time: t=5 s
- Acceleration due to gravity: g=10 m/s2
-
Apply Torricelli’s law for efflux speed
The speed of water leaving the hole is
v=2gh=2×10×5=100=10 m/s.
This is constant because the water level is maintained at 5 m.
- Compute the volume flow rate Volume per second (discharge) = area × speed: Q=A⋅v=(2.4×10−6)×10=2.4×10−5 m3/s. …
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- TG EAPCET 2024Set ap-2024-05-07-FN1 markMCQQ.A liquid drop of diameter 2 mm breaks into 125 identical drops, then the change in the surface energy is (Surface tension of the liquid = 70×10−3 Nm−1) (A) 3.52×10−6 J (B) 1.76×10−6 J (C) 2.48×10−6 J (D) 5.27×10−6 J
›Reveal solutionSolution
The key idea is that surface energy change equals surface tension times the increase in surface area when one large drop splits into many smaller ones. The final answer is 3.52×10−6 J, which corresponds to option (A).
Concept and Intuition
Surface energy is the energy stored in a liquid’s surface due to surface tension. When a drop breaks into smaller drops, the total volume stays the same, but the total surface area increases because many small drops have more combined surface than one big drop. The extra surface area requires work, which comes from the surface energy change. The formula is:
ΔE=T×ΔA
where T is surface tension and ΔA is the increase in surface area.
Step-by-step solution
-
Find the radius of the original drop
Diameter = 2 mm, so radius R=1 mm = 1×10−3 m.
-
Volume conservation
Volume of original drop: V=34πR3.
It breaks into 125 identical drops, each of radius r.
Total volume: 125×34πr3=34πR3.
Cancel 34π:
125r3=R3⇒r=3125R=5R.
So r=51×10−3=2×10−4 m.
- Calculate surface areas Original surface area: A1=4πR2=4π(1×10−3)2=4π×10−6 m². Surface area of one small drop: 4πr2=4π(2×10−4)2=4π×4×10−8=16π×10−8 m². Total surface area of 125 drops:
A2=125×16π×10−8=2000π×10−8=2π×10−5 m2.
- Find the increase in surface area
ΔA=A2−A1=2π×10−5−4π×10−6.
Write both with same exponent: 4π×10−6=0.4π×10−5.
So
ΔA=(2π−0.4π)×10−5=1.6π×10−5 m2.
- Compute the change in surface energy Surface tension T=70×10−3 N/m. ΔE=T×ΔA=(70×10−3)×(1.6π×10−5). …
-
- TG EAPCET 2023Set eng-2023-05-13-FN1 markMCQQ.A vessel having small hole in the bottom has to hold water without leakage, if water is poured to a height of 7 cm. Then the radius of the hole is [surface tension of water is 0.07Nm−1, angle of contact is 0∘ and g=10ms−2] (A) 1mm (B) 2mm (C) 4mm (D) 0.2mm
›Reveal solutionSolution
The water's hydrostatic pressure ρgh is held back by the maximum surface-tension pressure 2T/r; solving gives r=0.2 mm — option (D).
Water does not leak while the upward pressure the surface film can support at the hole equals the hydrostatic pressure of the column. For a hole of radius r with contact angle 0∘, the maximum supporting pressure is
ΔPmax=r2T.
Setting this equal to the hydrostatic pressure ρgh at the bottom:
ρgh=r2T⇒r=ρgh2T. …
- TG EAPCET 2023Set ap-2023-05-10-AN1 markMCQQ.Two capillary tubes of radii 0.2 cm and 0.4 cm are dipped vertically in the same liquid. The ratio of the heights through which the liquid will rise in the tubes is (A) 2:3 (B) 1:4 (C) 2:1 (D) 4:1
›Reveal solutionSolution
Capillary rise is inversely proportional to the radius of the tube. For tubes with radii 0.2 cm and 0.4 cm, the ratio of heights will be 2:1.
Capillary action is the phenomenon where a liquid spontaneously rises or falls in a narrow tube (a capillary) due to the interplay of surface tension, adhesive forces (between liquid and tube), and cohesive forces (within the liquid). When a liquid wets the tube (like water in glass), adhesive forces are stronger, causing the liquid to climb the walls and form a concave meniscus. Surface tension then pulls this meniscus upwards, lifting the entire liquid column until the upward force is balanced by the weight of the risen liquid.
The height h to which a liquid rises in a capillary tube is given by the formula:
h=ρgr2Tcosθ
Where:
- T is the surface tension of the liquid.
- θ is the angle of contact between the liquid and the tube material.
- ρ is the density of the liquid.
- g is the acceleration due to gravity.
- r is the radius of the capillary tube.
For the same liquid and the same tube material (which implies the same angle of contact θ) and under the same gravitational conditions, T, cosθ, ρ, and g are all constant. Therefore, the height h is inversely proportional to the radius r of the capillary tube.
h∝r1
This means that if the radius of the tube is smaller, the liquid will rise to a greater height, and vice-versa.
- Identify the given radii: …
- TG EAPCET 2022Set eng-2022-07-19-AN1 markMCQQ.Consider an increase of 1% in each of radius of artery, viscosity of blood and density of blood respectively. The percentage change in flow rate of blood in artery is (A) 0.25% (B) 0.50% (C) 1.0% (D) 3.0%
›Reveal solutionSolution
Poiseuille: Q∝r4/η (density irrelevant) → %ΔQ=4(1%)−1%=3%.
Concept — Poiseuille's law. For steady laminar flow of a viscous fluid through a tube (here, blood through an artery):
Q=8ηLπΔPr4
The volume flow rate depends on the fourth power of the radius, inversely on the viscosity η, and not at all on the fluid's density.
Step 1 — percentage-change (small-error) formula. Taking logarithms and differentiating,
QΔQ=4rΔr−ηΔη …
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