Physics
Fluid Mechanics and Hydraulics
376 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
What is the term for the resistance of a fluid to flow?
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Pressure
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Temperature
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Density
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Viscosity
D
Correct answer
Explanation
Viscosity is the term for the resistance of a fluid to flow.
What is the term for the rate of flow of a fluid?
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Velocity
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Acceleration
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Displacement
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Mass flow rate
D
Correct answer
Explanation
Mass flow rate is the term for the rate of flow of a fluid.
In a rectangular channel, the hydraulic radius is defined as:
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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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Wetted perimeter divided by the area of the cross-section
A
Correct answer
Explanation
The hydraulic radius is a measure of the flow resistance in a channel and is calculated by dividing the area of the cross-section by the wetted perimeter.
The Manning's equation for uniform flow in an open channel is given by:
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Q = (1/n) * A * R^(2/3) * S^(1/2)
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Q = (1/n) * A * R^(1/2) * S^(1/3)
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Q = (1/n) * A * R^(2/3) * S^(1/3)
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Q = (1/n) * A * R^(1/3) * S^(1/2)
A
Correct answer
Explanation
The Manning's equation is an empirical formula used to calculate the flow rate in an open channel, where Q is the flow rate, n is the Manning's roughness coefficient, A is the cross-sectional area, R is the hydraulic radius, and S is the slope of the channel.
The Froude number, a dimensionless quantity used in open channel flow, is defined as:
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V / (g * D)^0.5
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V / (g * R)^0.5
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V / (g * h)^0.5
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V / (g * A)^0.5
A
Correct answer
Explanation
The Froude number is a measure of the flow regime in an open channel, where V is the flow velocity, g is the acceleration due to gravity, and D is the characteristic length, which is typically the hydraulic depth.
In a rectangular channel, the critical depth is the depth at which:
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Specific energy is minimum
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Froude number is equal to 1
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Flow is most efficient
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Velocity is maximum
B
Correct answer
Explanation
The critical depth is a crucial parameter in open channel flow, and it occurs when the Froude number is equal to 1, indicating the transition between subcritical and supercritical flow regimes.
The specific energy of a flow in an open channel is defined as:
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Sum of the potential energy and kinetic energy per unit weight of fluid
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Sum of the potential energy and pressure energy per unit weight of fluid
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Sum of the kinetic energy and pressure energy per unit weight of fluid
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Sum of the potential energy, kinetic energy, and pressure energy per unit weight of fluid
A
Correct answer
Explanation
Specific energy is a fundamental concept in open channel flow and is calculated as the sum of the potential energy and kinetic energy per unit weight of fluid.
The Chezy equation for uniform flow in an open channel is given by:
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V = C * (R * S)^0.5
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V = C * (A * R)^0.5
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V = C * (A * S)^0.5
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V = C * (R * A)^0.5
A
Correct answer
Explanation
The Chezy equation is an empirical formula used to calculate the flow velocity in an open channel, where V is the flow velocity, C is the Chezy coefficient, R is the hydraulic radius, and S is the slope of the channel.
In a triangular channel, the hydraulic radius is given by:
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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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Wetted perimeter divided by the area of the cross-section
A
Correct answer
Explanation
The hydraulic radius is a measure of the flow resistance in a channel and is calculated by dividing the area of the cross-section by the wetted perimeter, regardless of the channel shape.
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.