
Compute acceleration from the velocity field V = 3 t i + x j + t y^2 k by separating convective and local terms to obtain a_x, a_y, a_z.
Analyze the one-dimensional velocity distribution u = V0(1 + 2x/a) and convective acceleration a_x = u du/dx, then compute entrance acceleration in g's for V0 = 10 ft/s and a = 6 inches, about 37 g.
Solve example three by finding the condition on the velocity field that yields an incompressible flow and satisfies the continuity equation for mass conservation in advanced fluid mechanics.
Apply the continuity equation for incompressible flow to determine the form of the velocity components and their dependence on x, y, z, and time.
Explore linear and shear strain rates in a two-dimensional incompressible flow. Derive epsilon_xx, epsilon_yy, and epsilon_xy from velocity gradients and examine volumetric dilation.
Explore the velocity potential phi for irrotational flow, relate velocity as the gradient of phi, and show streamlines orthogonal to potential lines, with spacing affecting speed.
Analyze two-dimensional flow around a 90-degree corner, derive the velocity field, and show the flow is rotational with nonzero vorticity. Use Bernoulli between same-elevation points to relate pressures.
analyze a two-dimensional incompressible flow, verify continuity, derive velocity potential phi = 2x + 2y, and show the pressure gradient in x at x = 2 ft is zero.
Explores a draining tank that forms a vortex, deriving the surface shape from a three-vortex velocity potential and Bernoulli’s principle, linking surface elevation to the vortex circulation.
Examine a tornado-like rotating flow with solid body rotation in inner and outer regions, deriving the velocity profile and pressure distribution, revealing the eye as the point of minimum pressure.
flow over a half-body hill: a 40 mph wind accelerates to 47.4 mph above the origin, with a 100 ft elevation; Bernoulli and mass conservation show P2 < P1.
Explore potential flow around a circular cylinder by superposing uniform flow and a doublet, deriving velocity and pressure, and noting drag, zero lift, and dalembert paradox.
Apply a dimensionless length relation to determine the geometry, yielding a length of 13.1 feet. Use a bisection root-finding method on f(h/a)=0 to find a thickness of 3.3 feet.
Explain how a pressure gradient between two fixed plates drives parabolic flow, yielding a velocity profile that is zero at the walls and maximum at the center.
demonstrates flow between parallel plates driven by a pressure gradient, derives wall shear stress, analyzes vorticity and stream function, and relates average velocity to maximum velocity for a parabolic profile.
Explain fully developed laminar pipe flow with a parabolic velocity profile, boundary layer concepts, and the link between pressure drop, volumetric flow, and wall shear.
Derives the tangential velocity profile for steady, axisymmetric flow between a rotating inner cylinder and a fixed outer cylinder, showing zero radial velocity and solving for V_theta(r) with boundary conditions.
Learn to rewrite centrifugal pump power as a dimensionless relation using Buckingham pi theorem. Derive flow and power coefficients and a Reynolds-like parameter for rotating centrifuges.
Analyze incompressible pipe flow with non-slip walls and surface roughness, linking wall shear stress to friction, velocity profile, Reynolds number, and viscosity via dimensionless groups.
Explore Reynolds number regimes in pipe flow, identifying laminar, transitional, and turbulent flows and the critical Reynolds number around 2300; learn how hydraulic diameter influences calculations.
Explore how a boundary layer forms at pipe inlets, creating an entrance region where velocity rises from zero at the wall to center line maximum, then develops with shear stress.
Explore minor losses in pipe flows, including sudden contractions and expansions, elbows, tees, valves, and entrance losses, and learn how loss coefficients determine head loss.
Analyze three parallel pipes where the area-velocity product is constant. The total flow equals the sum of individual flows while head loss is the same across all pipes.
Solve a three-reservoir junction using mass conservation at junction J and energy equations between reservoirs A, B, and C, accounting for major head losses and iteration.
Solve for the total flow rate and branch flows in two parallel pipes pumped from a lower reservoir to a higher one, using energy equations, friction factors, Reynolds numbers, and iterative solution.
Explore pipe flowrate measurement with venturi, orifice, and nozzle meters, noting gradual contractions to minimize losses and how discharge coefficients and Reynolds number affect actual versus ideal flow.
Develop the boundary layer equations for a thin, two-dimensional incompressible flow under no separation. Obtain the simplified continuity and x-momentum equations, with pressure treated as constant across the boundary layer.
Describe the turbulent boundary layer over a flat plate, from laminar-to-turbulent transition, using the 1/7 power-law velocity profile, and connect momentum thickness to drag coefficient and wall shear stress.
This lecture models a hydrofoil as a flat plate in seawater, estimating boundary layer thickness, Reynolds number, laminar–turbulent transition, and roughness effects to compute drag.
Analyze a 40 cm square duct where boundary layer displacement thickness accelerates core flow; apply continuity and Bernoulli to compute exit velocity and pressure drop.
solves for downstream pitot position X for laminar boundary layer over a flat plate using a pitot tube and an oil manometer to relate pressure to velocity.
Advanced fluid mechanics: analyze how drag coefficient changes with windows and roof configurations, from 0.35 to about 0.425–0.45, and determine equal power speed, about 59.78 mph.
Advanced fluid mechanics compares a square flat plate in cases a and b: case a has thicker boundary layer and higher drag than case b, whose boundary layer is thinner.
Dive into our Advanced Fluid Mechanics course, designed as a continuation of our Fundamentals of Fluid Mechanics course. This comprehensive program covers essential topics and concepts, offering deeper insights and advanced applications in fluid dynamics.
In this course, you will explore:
Differential Relations: Gain a deeper understanding of fluid particles, fluid acceleration, the Continuity equation, Potential flows, and the Navier-Stokes equation.
Dimensional Analysis & Similarity: Learn about the principle of dimensional homogeneity, the Pi theorem, non-dimensionalization of basic equations, and the challenges of modeling.
Flow in Ducts & Boundary Layer Flows: Examine pressure drop calculations, minor losses in fittings, and the energy equation applied to pumps and turbines.
Flow Over Immersed Bodies: Delve into drag and lift calculations, essential for analyzing fluid motion and optimizing designs.
MATLAB Codes for Potential Flows: Access MATLAB codes, enhancing your computational skills in fluid dynamics and facilitating potential flow analysis.
Advanced Applications & Real-World Examples: Discover practical applications and real-world examples, enabling you to apply your knowledge to complex fluid dynamics problems.
Hands-On Learning & Problem Solving: Engage in hands-on learning and problem-solving activities to reinforce your understanding and develop your skills.
Expert Guidance & Support: Benefit from expert guidance and support throughout the course, ensuring a thorough understanding of the material and the ability to apply it effectively.
Enroll in our Advanced Fluid Mechanics course today to expand your knowledge and skills in fluid dynamics. Master the continuation of the Fundamentals of Fluid Mechanics and boost your expertise, opening up new opportunities in your academic and professional pursuits.