Physics
Fluid Mechanics and Hydraulics
361 Questions
Fluid mechanics and hydraulics questions address the principles of fluid flow, pipe resistance, and open channel dynamics. The topics include Bernoulli equation, Navier-Stokes equation, and hydrograph calculations. These concepts are crucial for civil and mechanical engineering competitive examinations.
Fluid flow equationsOpen channel flowPipe frictionHydraulic jumpHydrograph analysis
Fluid Mechanics and Hydraulics Questions
The Darcy-Weisbach equation for head loss due to friction in a pipe is given by:
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h_f = f * (L/D) * (V^2 / 2g)
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h_f = f * (L/D) * (V^2 / g)
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h_f = f * (L/D) * (V / 2g)
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h_f = f * (L/D) * (V / g)
A
Correct answer
Explanation
The Darcy-Weisbach equation is a fundamental formula used to calculate the head loss due to friction in a pipe, where h_f is the head loss, f is the Darcy friction factor, L is the length of the pipe, D is the diameter of the pipe, V is the flow velocity, and g is the acceleration due to gravity.
In a circular pipe, the hydraulic radius is equal to:
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Area of the cross-section divided by the wetted perimeter
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Area of the cross-section divided by the top width
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Area of the cross-section divided by the depth
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Diameter of the pipe divided by 4
D
Correct answer
Explanation
In a circular pipe, the hydraulic radius is calculated as the diameter of the pipe divided by 4, which is a special case of the general formula for hydraulic radius.
The continuity equation for steady, incompressible flow in a channel is given by:
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Q1 = Q2
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V1 * A1 = V2 * A2
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V1 + V2 = constant
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A1 + A2 = constant
A
Correct answer
Explanation
The continuity equation is a fundamental principle in fluid mechanics and states that the flow rate remains constant along a streamline, i.e., the mass flow rate entering a section of a channel must equal the mass flow rate leaving that section.
The energy equation for steady, incompressible flow in a channel is given by:
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Z1 + P1 / gamma + V1^2 / 2g = Z2 + P2 / gamma + V2^2 / 2g
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Z1 + P1 / gamma + V1^2 / g = Z2 + P2 / gamma + V2^2 / g
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Z1 + P1 / gamma + V1^2 / 2g = Z2 + P2 / gamma + V2^2 / 2g + h_f
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Z1 + P1 / gamma + V1^2 / g = Z2 + P2 / gamma + V2^2 / g + h_f
C
Correct answer
Explanation
The energy equation is a fundamental principle in fluid mechanics and states that the total energy of a fluid remains constant along a streamline, taking into account elevation, pressure, velocity, and head loss due to friction.
The momentum equation for steady, incompressible flow in a channel is given by:
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P1 + gamma * h1 + V1^2 / 2 = P2 + gamma * h2 + V2^2 / 2
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P1 + gamma * h1 + V1^2 / g = P2 + gamma * h2 + V2^2 / g
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P1 + gamma * h1 + V1^2 / 2 = P2 + gamma * h2 + V2^2 / 2 + F
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P1 + gamma * h1 + V1^2 / g = P2 + gamma * h2 + V2^2 / g + F
C
Correct answer
Explanation
The momentum equation is a fundamental principle in fluid mechanics and states that the sum of forces acting on a fluid element is equal to the rate of change of momentum of the fluid element, taking into account pressure, elevation, velocity, and external forces.
The gradually varied flow (GVF) in a channel is characterized by:
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Slow and gradual changes in flow depth and velocity
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Rapid and abrupt changes in flow depth and velocity
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Uniform flow conditions throughout the channel
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Critical flow conditions throughout the channel
A
Correct answer
Explanation
Gradually varied flow (GVF) occurs when the flow depth and velocity change gradually along a channel, typically over a long distance, resulting in a smooth transition between different flow regimes.
The rapidly varied flow (RVF) in a channel is characterized by:
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Slow and gradual changes in flow depth and velocity
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Rapid and abrupt changes in flow depth and velocity
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Uniform flow conditions throughout the channel
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Critical flow conditions throughout the channel
B
Correct answer
Explanation
Rapidly varied flow (RVF) occurs when the flow depth and velocity change rapidly and abruptly over a short distance, typically at hydraulic structures such as weirs, gates, and sudden expansions or contractions.
What is the primary driving force for free surface flow?
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Gravity
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Pressure Gradient
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Viscosity
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Surface Tension
A
Correct answer
Explanation
Free surface flow is primarily driven by the force of gravity, which causes the fluid to flow from higher elevations to lower elevations.
Which of the following is a characteristic of free surface flow?
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The presence of a free surface
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Uniform velocity distribution
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Laminar flow regime
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High pressure gradient
A
Correct answer
Explanation
The defining characteristic of free surface flow is the presence of a free surface, which is the interface between the fluid and the atmosphere.
The equation that governs the flow of an ideal fluid in an open channel is known as:
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Bernoulli's Equation
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Navier-Stokes Equations
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Continuity Equation
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Energy Equation
A
Correct answer
Explanation
Bernoulli's Equation is used to describe the flow of an ideal fluid in an open channel. It relates the pressure, velocity, and elevation of the fluid along a streamline.
What is the term used to describe the gradual increase in the depth of flow as it approaches an obstruction in an open channel?
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Backwater Curve
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Drawdown Curve
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Hydraulic Jump
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Standing Wave
A
Correct answer
Explanation
Backwater Curve is the term used to describe the gradual increase in the depth of flow as it approaches an obstruction in an open channel.
The phenomenon where a rapidly flowing stream of fluid suddenly changes to a slower, deeper flow is known as:
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Hydraulic Jump
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Standing Wave
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Critical Flow
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Supercritical Flow
A
Correct answer
Explanation
Hydraulic Jump is the phenomenon where a rapidly flowing stream of fluid suddenly changes to a slower, deeper flow.
The Froude Number is a dimensionless parameter used to characterize the flow regime in an open channel. What is the significance of the Froude Number?
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It determines the type of flow pattern (subcritical, critical, or supercritical)
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It indicates the velocity of the flow
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It represents the pressure gradient in the flow
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It measures the viscosity of the fluid
A
Correct answer
Explanation
The Froude Number is used to determine the type of flow pattern in an open channel, whether it is subcritical, critical, or supercritical.
The specific energy of a fluid flowing in an open channel is defined as:
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The sum of the potential energy and kinetic energy per unit weight of fluid
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The difference between the potential energy and kinetic energy per unit weight of fluid
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The product of the potential energy and kinetic energy per unit weight of fluid
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The quotient of the potential energy and kinetic energy per unit weight of fluid
A
Correct answer
Explanation
The specific energy of a fluid flowing in an open channel is defined as the sum of the potential energy and kinetic energy per unit weight of fluid.
The critical depth of flow in an open channel is the depth at which:
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The specific energy is a minimum
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The Froude Number is equal to one
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The flow is most efficient
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The velocity is maximum
B
Correct answer
Explanation
The critical depth of flow in an open channel is the depth at which the Froude Number is equal to one.