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I built a lab water flume in my office at home

Pumps in Bernoulli’s Equation (Lesson 5 part 1)

Bernoulli’s Equation for a Real Reservoir/Pipe System (Lesson 4, Part 2)

Bernoulli's Equation Including Losses (Lesson 4, Part 1)

Local Loss Equation, Continuous Loss/Darcy-Weisbach Equation and Moody Diagram (Lesson 3, Part 3)

Laminar Flow, Turbulent Flow and Reynolds Number (Lesson 3, Part 2)

Friction and Viscosity in Pipe Flow (Lesson 3, Part 1)

Bernoulli’s Equation for Pressure of Ideal Systems (Lesson 2, Part 2)

Bernoulli’s Equation for Velocity of Ideal Systems (Lesson 2, Part 1)

The Principle of Continuity (Lesson 1, Part 3)

Steady / Unsteady Flow and Uniform / Non-uniform Flow (Lesson 1, Part 2)

Discharge, Velocity and Cross-sectional Area in Hydraulics and Fluid Dynamics (Lesson 1, Part 1)

Introduction to Hydraulics Lesson Series

Rapidly Varying Flow Part 2: Flow over a medium sized weir

Rapidly Varying Flow Part 3: Flow over a large weir

Rapidly Varying Flow Part 4: Super-critical flow over a small obstruction

Rapidly Varying Flow Part 1: Sub-critical flow over a small obstruction

Calculating specific energy, critical flow depth, critical velocity and minimum specific energy

Plotting the depth-energy relationship for an open channel

Manning’s equation to calculate discharge for a compound open channel

Manning’s equation to calculate the flow depth at a given discharge for a trapezoidal open channel

Manning’s equation to calculate velocity and discharge for a trapezoidal open channel

Uniform flow in an open channel

Manning’s equation to calculate velocity and discharge for a rectangular open channel