2. The pipe configuration below represents an elbow pipe (laying horizontally on a floor) in which...
A 10 cm, 90° elbow in a horizontal pipe directs flow of water upward at a rate of 40 kg/s. The elevation difference between centers of the pipe exit and the inlet to the elbow is 50 cm. The weight of the elbow and water can be neglected. The momentum flux correction factor is 1.03 at both elbow inlet and outlet. Find: a. gauge pressure at the inlet to the elbow in kPa b. magnitude of anchoring force need to...
4. An old, rough-surfaced, 2-m-diameter concrete pipe with a Manning coefficient of 0.025 carries water at a rate of 5.0 m'/s when it is half ful. This pipe is to be replaced by a new smooth pipe with a Manning coefficient of 0.012. Determine the diameter of the new pipe if it also is to flow half full with a flow rate of 5.0 m'/s Water initially flowing in the horizontal section of pipe of diameter 12.00 cm shown in...
Part 1 water flows through a ho zon a pipe bend asisillustrated in th gure below. The flow cross sect on area is constant at a value of gDao mm2 respectively. Calculate the horizontal (x and v) components of the anchoring farce needed to hold the bend in place ) compoes af the The flow velocity ถverywhere n the bend is 15 m s. The pressures at the cntrance and exit o the band are 210 and 159 the bend...