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Home Archive for Tag: Flow Velocity

Search for Multiple Choice Question (MCQ)

372 Results

Multiple Choice Questions

Cat
- Fluid Mechanics (8)
  - Buoyancy & Floatation (1)
  - Fluid Kinematics (1)
  - Fluid Properties (2)
  - Fluid Statics (2)
  - Pipe Flow Applications (1)
  - Valves Theory (1)
- Open Channel Flow (5)
  - Introduction to Open Channel Flow (1)
  - Lab Exams (1)
  - Rapidly Varied Flow (Hydraulic Jump) (1)
  - Uniform Flow (1)

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03 Aug

Uniform Flow Computations

thefluidmechanic

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Bed Slope, Continuity Equation, Conveyance of a channel, Discharge, Explicit Solution, Flow Rate, Flow Velocity, Geometric Data, Hydraulic Radius, Implicit Solution, Longitudinal Bed Slope, Manning Equation, Normal Depth, Uniform Flow, Uniform Flow Computations

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Library, Open Channel Flow Library

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318

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(No Ratings Yet)

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The Manning’s formula and the continuity equation, Q = A V form the basic equations for uniform flow computations....

03 Aug

Uniform Flow

thefluidmechanic

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Bed Slope, Depth of Flow, Flow Velocity, Hydraulics, Library, Longitudinal Slope, Non-Prismatic Channel, Open Channel Flow, Prismatic Channel, Total Energy Line Slope, Uniform Flow, Water Surface Slope

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Library, Open Channel Flow Library

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849

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(No Ratings Yet)

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A flow is said to be uniform if its properties remain constant with respect to distance. The term uniform...

26 Jul

Flow Classification (Compressibility – Rotation)

thefluidmechanic

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Compressibility, Compressible Flow, Flow Classification, Flow Velocity, Fluid Mechanics, Fluid Mechanics Library, Forced Vortex Flow, Free Vortex Flow, Incompressible Flow, Irrotational Flow, Library, Mach Number, Rotation, Rotational Flow, Vorticity

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Fluid Mechanics Library

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1003

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(No Ratings Yet)

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Flow Classification : Incompressible Flow VS Compressible Flow In general, liquid is called an incompressible fluid, and gas a...

If the cross section area is the same throughout the length of a bent pipe, is the flow uniform or non-uniform ?

02 Jul

If the cross section area is the same throughout the length of a bent pipe, is the flow uniform or non-uniform ?

thefluidmechanic

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Change in Direction, Cross Sectional Area, Direction of Flow, Flow Velocity, Fluid Mechanics, Non-uniform Flow, Uniform Flow

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Fluid Mechanics Library, Library

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204

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Non-uniform for sure ! Velocity is a vector. Any vector is defined by a magnitude and a direction. Having...

Q & A – Fluid Mechanics – Flow of Incompressible Fluids in Pipelines – Q.2

30 Jun

Q & A – Fluid Mechanics – Flow of Incompressible Fluids in Pipelines – Q.2

thefluidmechanic

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Barr's Equation, Bernoulli's Equation, Colebrook-White Equation, Conservation of Energy Principle, Discharge, Entry Loss, Exit Loss, Flow of Incompressible Fluids in Pipelines, Flow Velocity, Fluid Mechanics, Friction Factor, Friction Loss, Friction Losses, Gross Head, Head Losses, Hydraulics Research Station Charts, Incompressible Fluids, Iterations, Minor Losses, Moody Chart, Moody Diagram, Questions & Answers, Reynold's Number, Roughness Sie, Solved Examples, Solved Problems, Turbulent Flow, Valve Loss

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Fluid Mechanics - Q & A, Questions & Answers

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405

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To download the solution of the following problem in PDF format, click Here. Question No.2 Topic : Flow of...

Q & A – Fluid Mechanics – Flow of Incompressible Fluids in Pipelines – Q.1

30 Jun

Q & A – Fluid Mechanics – Flow of Incompressible Fluids in Pipelines – Q.1

thefluidmechanic

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Absolute Viscosity, Boundary Shear Stress, Darcy-Weisbach Equation, Density, Discharge, Dynamic Viscosity, Flow of Incompressible Fluids in Pipelines, Flow Rate, Flow Velocity, Fluid Mechanics, Friction Factor, Friction Head Losses, Head Loss, Hydraulic Radius, Incompressible Fluids, Laminar Flow, Major Head Losses, Power Consumption, Power Supplied, Pump, Pumping System, Questions & Answers, Reynold's Number, Shear Stress at Pipe Wall, Shear Stresses, Slope of Total Energy Line, Solved Examples, Solved Problems

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Fluid Mechanics - Q & A, Questions & Answers

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411

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To download the solution of the following problem in PDF format, click Here. Question No.1 Topic : Flow of...

Q & A – Fluid Mechanics – Solving Pipe Networks using Hardy-Cross Method – Q.5

30 Jun

Q & A – Fluid Mechanics – Solving Pipe Networks using Hardy-Cross Method – Q.5

thefluidmechanic

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Barr's Equation, Closed Loop Network, Discharge, Flow Distribution, Flow Velocity, Fluid Mechanics, Friction Head Losses, Hardy Cross Method, Head Losses, Iterations, Junctions, Major Head Losses, Network, Nodal Balance Method, Nodes, Pipe Network Analysis, Pipes, Pressure Head Elevations, Pump, Pumping Head, Pumping System, Questions & Answers, Roughness Size, Solved Examples, Solved Problems

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Fluid Mechanics - Q & A, Questions & Answers

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1535

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To download the solution of the following problem in PDF format, click Here. Question No.5 Topic : Pipe Network...

Q & A – Fluid Mechanics – Solving Pipe Networks using Quantity Balance Method – Q.6

29 Jun

Q & A – Fluid Mechanics – Solving Pipe Networks using Quantity Balance Method – Q.6

thefluidmechanic

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Analysis of Pipe Network, Barr's Equation, Discharge, Flow Velocity, Fluid Mechanics, Friction Coefficient, Friction Head Losses, Head Loss Coefficient, Iterations, Junctions, Nodes, Pipe Network Analysis, Pipes, Pressure Head Elevation, Quantity Balance Method, Questions & Answers, Solved Examples, Solved Problems

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Fluid Mechanics - Q & A, Questions & Answers

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377

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To download the solution of the following problem in PDF format, click Here. Question No.6 Topic : Solving Pipe...

Q & A – Fluid Mechanics – Solving Pipe Networks using Quantity Balance Method – Q.5

29 Jun

Q & A – Fluid Mechanics – Solving Pipe Networks using Quantity Balance Method – Q.5

thefluidmechanic

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Analysis of Pipe Network, Barr's Equation, Discharge, Flow Velocity, Fluid Mechanics, Friction Coefficient, Friction Head Losses, Head Loss Coefficient, Iterations, Junctions, Nodes, Pipe Network Analysis, Pipes, Pressure Head Elevation, Quantity Balance Method, Questions & Answers, Solved Examples, Solved Problems

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Fluid Mechanics - Q & A, Questions & Answers

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289

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To download the solution of the following problem in PDF format, click Here. Question No.5 Topic : Solving Pipe...

Q & A – Fluid Mechanics – Solving Pipe Networks using Quantity Balance Method – Q.4

29 Jun

Q & A – Fluid Mechanics – Solving Pipe Networks using Quantity Balance Method – Q.4

thefluidmechanic

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Analysis of Pipe Network, Barr's Equation, Correction Value, Darcy-Weisbach Equation, Discharge, Flow Velocity, Fluid Mechanics, Friction Head Losses, Head Loss Coefficient, Head Losses, Inflow, Iterations, Junctions, Minor Head Losses, Nodes, Outflow, Pipe, Pipe Network Analysis, Pressure Head Elevation, Quantity Balance Method, Questions & Answers, Roughness Height, Roughness Size, Solved Examples, Solved Problems, Valve, Valve Head Losses

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Fluid Mechanics - Q & A, Questions & Answers

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497

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To download the solution of the following problem in PDF format, click Here. Question No.4 Topic : Solving Pipe...

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Tags

Buoyancy Center of Buoyancy Center of Gravity Critical Flow Darcy-Weisbach Equation Discharge Dynamic Viscosity FE Exam Flow Velocity Fluid Kinematics Fluid Mechanics Fluid Properties Fluid Statics Friction Coefficient Friction Factor Friction Head Losses Friction Losses GATE Hazen-Williams Equation Hydraulics Junctions Laminar Flow Library Manning Equation MCQ Multiple Choice Questions Nodes Objective Questions Open Channel Flow PE Exam Pipe Network Analysis Pressure Pressure Head Questions & Answers Reynold's Number Solved Examples Solved MCQ Solved Problems Transitional Flow Trapezoidal Cross Section Triangular Cross Section Turbulent Flow Uniform Flow WaterGEMS Water Supply Engineering

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