CE 34000 – Hydraulics
Credits and contact hours:
- 3 credits
- Lecture that meets 3 times per week for 50 minutes per meeting for 15 weeks
Specific course information:
- Catalog description: Fluid properties; hydrostatics; kinematics and dynamics of fluid flows; conservation of mass, energy, and momentum; flows in pipes and open channels. Formal laboratory experiments.
- Prerequisites: Undergraduate level CE 29800 Minimum Grade of C- or Undergraduate level ME 25100 Minimum Grade of C- or Undergraduate level AAE 20300 Minimum Grade of C- or Undergraduate level CE 25100 Minimum Grade of C- or Undergraduate level ME 27400 Minimum Grade of C- or Undergraduate level ME 27500 Minimum Grade of C- or Undergraduate level CE 27500 Minimum Grade of C-
- Course status: Required course
Specific Goals for the course:
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Student learning outcomes - Upon successful completion of this course the student shall be able to:
- Apply fundamental concepts and techniques in fluid mechanics in order to perform basic analysis and design of hydraulic systems involving static and flowing fluids.
- Perform basic fluid mechanics calculations on engineering systems to estimate pressures, velocities, forces, etc.
- Recognize and differentiate between different fluid mechanics concepts in order to analyze hydraulic systems in Civil Engineering.
- Explain the statics and dynamics of various hydraulic systems found in Civil Engineering in terms of fundamental fluid mechanics concepts.
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Relationship of course to program outcomes
- Outcome 1: An ability to identify, formulate, and solve complex engineering problems by applying principles of engineering, science, and mathematics.
Topics:
- Fluid properties
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Hydrostatics
- Hydrostatic pressure variation in incompressible fluids
- Manometers and barometers
- Buoyancy force
- Forces on submerged planar surfaces
- Properties of U.S. Standard Atmosphere
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Bernoulli Equation
- Streamlines and flow classification
- Bernoulli equation along a streamline
- Applications of Bernoulli Equation
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Viscous flow and flow in pipes and ducts
- Viscosity and shear stress
- Laminar and turbulent flow
- Pipe flow energy equation
- Moody diagram and major losses
- Minor losses
- Advanced problems in pipe flow
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Conservation of mass
- Steady flow
- Unsteady flow
- Conservation of linear momentum
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Open channel flow
- Flow classifications
- Uniform flow, Manning’s Equation
- Specific energy
- Hydraulic jump
- Weirs
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Flow past immersed bodies
- Drag and lift coefficients
- Applications