An open concrete aqueduct has a rectangular cross-section. The aqueduct is 10 ftwide and falls 10.5 ft in elevation for each mile of length. It is to carry 150,000 gpm of waterat 60 °F. If fF = 0.0049, what is the minimum depth needed if the aqueduct is not to overflow?[~ 4.3 ft]

A 2500 mm gravity flow concrete aqueduct's length is 4 km with a head loss of 5.6 m. Assume pipe is flowing just full with roughness coefficient of 0.015 What is the discharge in m^3/s. O 12.11 O 11.22 O 10.72 O3.95

A 600mm pipeline, 1550m long is to take water from a reservoir at elevation 150m and discharge it through a 150mm nozzleat elevation 25m. The pipeline is to be constructed so that at a point X, 200m from the nozzle, the pipe shall be 3m below the hydraulic gradeline. What would be the elevation of the pipe at X and what horsepowerwill be available in the jet from the nozzle? Assume f = 0.023 and no loss at entrance to pipe. Use device coefficient = 0.95. Please use figure when solving.

Avoid truncation in the middle of solution. Thank you. Assume that a conduit has a diameter 12 inches increasing to 18 inches at points 1 and 2 respectively. If the water flows at a velocity of 16.6 ft/s at point 2. Find the flow rate (ft^3/s) at point 1 and 2. choices: 23.90 33.70 37.30 29.30