Fluid mechanics.
please answer all the questions.
Fluid mechanics. please answer all the questions. The pump shown in Figure delivers a head of...
(Q1) The piping system shown here has a pump that delivers 10 hp to the fluid ant a flow rate of 55 gpm of water at 80 F. Neglecting other losses, (a) evaluate the friction losses in the 272 ft-long discharge pipe and in the 12 ft- long suction pipe. (b) Calculate the pressure (psig) on top of the discharge tank. ...(25 marks) an 7 1.5 in Schedule 80 pipe 220 2 in Schedule 80 pipe
fluid mechanichs Previous Problem List Next (10 points) Pump K, =1.5 elbow Pipe length 500 ft Pipe diameter: 0.75 ft Pipe roughness 0 The pump shown in the figure below delivers a head of 300 ft to the water Determine the power that the pump adds to the water The difference in elevation between the two ponds in 200 ft Answer tolerance-2% W, 252 736 hp 1 time Your overall recorded score is 0% You have 19 attempts remaining earch
show all work will thunbs up Problem #7(30points! A motor- driven pump reservoir, through a 2500m long, 30 cm ID plastic level in the second re en centrifugal pump delivers 15°C water at the rate of 10m3/min from a pipe, to a second reservoir. The water servoir is 40 m above the water level in the first reservoir. The pump efficiency is 75%. The loss coefficient of the square-edged entrance is 0.5 a) Sketch the problem and locate your point...
solve both parts a and b please A centrifugal pump having a head capacity relationship given by the equation; h = 160 - 9.58x10^Q? with hain feet when Q is in gpm, is to be used with a system similar to that shown in Figure 12.14. The fluid is water. Assume the pipe diameter to be 5-in, the total length of constant-diameter pipe is 700 ft, and the friction factor to be equal to 0.022. Neglect all minor losses. For...
[Problem 3] Two reservoirs are connected using the piping network shown in the figure. The pipes are commercial steel. water is to be pumped using a pump (efficiency = 70%) that draws 8 kw of electric power from the mains. Ignore minor losses. Determine the flow rate through each pipe and the total flow between the reservoirs. Start with a friction factor of 0.02 for all pipes and use the Haaland equation to calculate updated friction factors. Ignore the length...
The water pump, as shown in the figure below, maintains a pressure of 6.5 psig at point 1. There is a filter, a half-open disk valve, and two regular screwed elbows. There are 80 ft of 4-inch diameter commercial steel pipe. For water, take ρ = 1.94 slug/ft3 and μ = 2.09E−5 slug/ft⋅s. Take kvalve ≈ 2.8, kelbow ≈ 0.64, kexit ≈ 1, and kvalve ≈ 0 (when the disk valve wide open). If the flow rate is 0.55 ft3/s,...
4. The discharge pressure gauge reading is 5 lb/in2 (psi) for the pumping system shown in the sketch below, with the outlet nozzle discharging a 2-inch diameter stream of water directly to the atmosphere. The gauge pressure at the pump suction inlet at the point of incipient cavitation is (-2,071.12) lb/ft, i.e., for vapor pressure of water at 68° F of 50.54 lb/ft2 absolute, and standard atmospheric pressure 30 in Hg. Friction losses in the suction piping from the reservoir...
Two reservoirs are connected using the piping network shown in the figure. The pipes are commercial steel. Water is to be pumped using a pump (efficiency = 70%) that draws 8 kW of electric power from the mains. Ignore minor losses. Determine the flow rate through each pipe and the total flow between the reservoirs. Start with a friction factor of 0.02 for all pipes and use the Haaland equation to calculate updated friction factors. Ignore the length of the...
fluid mechanics SECTION A Petroleum distilate is pumped from one large diameter tank to another higher tank, via a pumping station in an oil refinery. The petroleum is pumped at a speed of 2 ms through a 150 m long pipeline of 100 mm internal diameter. The vertical distance pumped is 20 m. The sum of the entry, exit and other component losses is equivalent to 5 times the velocity head, Table Q1 Fluid density Friction factor f for the...
Problem 3 A pipeline delivers water from Reservoir 1 to Reservoir 2 as shown in the following figure. The water levels at Reservoirs 1 and 2 are 50 ft and 20 ft, respectively. A globe valve is installed in the pipeline with a minor head loss coefficient k 10. The pipe from Reservoir 1 to the globe valve is 1000 ft long and 6 inches in diameter. The pipe from the globe valve to Reservoir 2 is also 1000 ft...