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Question 1. Compute the water velocity in the connecting duct.
Question 2. Would the velocity at the duct exit change if the diameter of the connecting duct is not constant?
Question 3. What would be the pressure difference between the duct inlet and outlet if the duct is horizontal and of constant diameter?
Question 4. The pressure in the duct is imposed by which of the two reservoirs? What is the essential difference between the streamlines in the upstream (0-1) and downstream (2-3) reservoirs that justifies the response to the previous question?
Question 5. Bernoulli equation in stricto sensu cannot be applied between a point 2 at duct exit and another point in the same streamline where the velocity can be assumed to be negligible, e.g. 3 or B, because of significant viscous effects at the duct exit. Determine the error induced by applying Bernoulli equation in stricto sensu between the two points mentioned above by applying an energy balance to the water in the discharge reservoir.
Attachment:- water velocity.rar
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