Problem 1 - Camp Hydaway wants to create a water jet on Hydaway Lake similar to the one in the James Rive near Treasure Island. Camp Hydaway has a contract with Eagle Engineering to cerate some of the necessary piping and support systems. Based on the diagram shown below determine the horizontal and vertical components of the force to hold the piping system in place. In the calculations the weight of the piping and the contained water may be neglected. The water temperature is 20°C. The x direction is the direction of the water velocity at A. The y direction is perpendicular to the x direction. Neglect the elevation change between A and B. The pressure at A and B is the same. The problem requires the use to two different types of momentum equations. 3 m/s 150 mm -200 mm 150 mm A 30° C B 150 mm

A transmission main needs to be sized from a new well field to the water distribution system. Average flow rate is 65 L/s. What is the manufactured pipe size in inch for minimum velocity to avoid deposition of solids?

The existing configuration for a water distribution system is presently considered inefficient. A secondary pipe was laid to accommodate a new development which fell through. You are asked to evaluate the possibility to replace the entirety of the pipes from figure 3 between points A and C by only 1 equivalent pipe. The capacity and head loss must be the same for this new pipe. Experimental gages installed within the pipes let you know that the head loss in pipe #3 is 3m. You can neglect singular head loss. A Figure 3 f₁ = 0.02 D₁ = 0.15 m 4₁ = 600 m 1 B f₂ = 0.018 D₂ = 0.10 m L₂ = 600 m f3 = 0.02 D3 = 0.15 m L3 = 400 m 3 2 C

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Part 2: The tank will be built from reinforced concrete of 4000psi strength, design the concrete strength.

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Please show complete and clear solution. Thank you! A hilltop subdivision takes water from a river 500 ft below it during the night through a pump storage facility. When morning comes, water will be returned to the river with the use of turbines. Entrance and exit pipes both measure 30-in in diameter and both are 2500 ft long and the flow rate is 20,000 gpm. What should be the pumping power required in horsepower if friction loss amounts to 15 ft of water? Assume that the pump is 100% efficient.

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3. It is desired to deliver 60 m3/h of water at 20◦C through 100 m of horizontal asphalted cast iron pipe. The pressure drop for the length of pipe cannot exceed 50 kPa. What is the smallest commercially available pipe diameter that will accomplish this? A good place to start your analysis is the 3 in nominal pipe, but this is not the answer.

Water flows through a 28 cm (length) rotameter (Type A) with an internal diameter of 25 mm at the top and 20 mm at the bottom. The float has a diameter of 20 mm, a volume of 6.1 cm and a specific gravity of 5.3. 15. Assuming that Az/A, is negligible, what is the area (in mm² to 5 significant figures) of the annulus when there is a flow of 380 I/hr water? Assume Co = 0.97 16. Using the same constant Cp value, recalculate the area of the annulus assuming Az/A, is not negligible (in mm? to at least 5 significant figures). 17. What is the final value of the linear flowrate through the annulus? (m/s) 18. What is the final Reynolds number through the annulus? 19. How far from the bottom is the float under these conditions? (cm) Answer the following questions as true or false: 20. A rotameter is typically placed vertically while an orifice meter is placed horizontally 21. An orifice meter requires only a change in pressure of the pipe to calculate the flowrate 22. An orifice meter is an…