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2 cards from this section. Quick, good the night before a test.
Define hydraulic diameter.
Think of how you measure the perimeter of a noncircular pipe.
Explain the difference between major and minor losses in pipe flow.
What types of disturbances cause extra friction?
What is the role of hydraulic diameter in noncircular pipe flow?
Think about why we need a common measure for different shapes.
Wall shear stress is highest at the center of the flow in which type of flow?
Where does it reach zero?
Given a rectangular channel with a width of 5 m and a height of 2 m, find the hydraulic diameter when the channel is half full.
Think about how the area changes when the channel is half full.
A pipe with a diameter of 0.5 m has a length of 100 m. Calculate the major loss in energy when the flow rate is 0.1 m³/s, using Darcy-Weisbach equation.
Remember to find the flow velocity using the area of the pipe first.
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