Two storage tanks are separated by a difference in elevation of 20 feet and connected with a 4-inch diameter Cast Iron Pipe (roughness value = 0.00015 ft.) that is 500 feet long. What is the flowrate between them? Use the kinematic viscosity of 1.217 x 10-5 ft2/sec.



Two storage tanks are separated by a difference in elevation of 20 feet and connected with...
Please answer question 4 and 5
QUESTION 4 the lower tank is 4 feet. There is a differential In the figure below, the difference in elevation between the two storage tanks at a treatment plant is 108 feet. The head loss from the upper storage tank manomcter connccting the bluc pipc and the grccn pipc. There: no hcad-loss across the manometer. The liquid used for the differcntial manometer has a specific gravity of 3.2, and the reading, R, is 7-...
Water, with a kinematic viscosity of 1.21x10 square feet/second, flows from reservoir A to B as shown in the figure. The pipe has a roughness height of 0.0005-feet, flowrate of 26 cfs, elbows with loss coefficients of 0.2, and a friction factor of 0.019. a) Determine the pipe diameter. b) Sketch the EGL and HGL Elevation z1 = 44 ft (1) w Total length = 1700 ft A Elevation Z2 = 0 V (2) D B
4.) A pumping system is designed to pump from a storage reservoir located at an elevation of 2030 feet. The pump elevation is 2015 feet. The pump discharge flowrate is 4200 gpm and the water temperature is 80˚ F. Between the storage tank and the pump is 25 feet of 12-inch DIP pipe (f = 0.014) with one (1) rounded entrance (Kent = 0.25) and two (2) 45-degree bends (Kbend = 0.20). What is the NSPHA for this system?
2.) A pumping system is proposed to lift water from a storage tank at an elevation of 2108-feet. The pump is at an elevation of 2122-feet. The two storage tanks are connected through a 3250-foot, 12-inch diameter pipeline. If the friction factor of the pipeline is 0.020, what is the system curve equation?
The system shown in the diagram consists of 1200m of cast-iron pipe with an internal diameter of 5cm (roughness of 0.00015 ft), two 45o and four 90o long radius elbows, a fully open bevel seat globe valve, and a sharp exit into a reservoir. If the elevation difference between the inlet and level in the reservoir is 10m, what gauge pressure is required at point 1 to deliver 0.005m^3/s of water at 20oC into the reservoir (use density of 998.2...
A water supply system draws from a river at an elevation of 800-feet and delivers the water to a storage reservoir at elevation 820-feet. The supply pipeline is a 1000-foot long, 10-inch diameter, cast iron pipe. A single pump with the pump characteristic curve in Figure 1 is used to fill the reservoir. Determine: a) Sketch the system described in the problem statement. b) Inlet and outlet minor loss coefficients, cite your source of minor loss coefficients. c) The roughness...
A farmer is to pump water at 70'F from a river to a water storage tank nearby using a 125-ft-long, 5-in-diameter plastic pipe with three flanged 90 smooth bends. The water velocity near the river surface is 6 ft/s, and the pipe inlet is placed in the river normal to the flow direction of water to take advantage of the dynamic pressure. The elevation difference between the river and the free surface of the tank is 12 ft. For a...
Q4: The pump is used to deliver of water from a river to a storage reservoir. The four pipes are connected in series of Inverse L shape which means the first pipe in vertical direction and others in horizontal direction. The first pipe in vertical position of 500m length of 150 mm diameter cast iron pipe, the second pipe is bend at 90' with a radius of 0.75m, the third pipe in horizontal direction of 100m length of 160mm diameter...
(100 points) Water at 25°C is pumped at a rate of 0.075m'/s from a reservoir 20m above a pump to a free discharge (this means discharged to atmosphere) 35m above the pump. The pressure on the intake side of the pump is 150kPa and the pressure on the discharge side of the pump is 450kPa. The pipe between the reservoir and the pump is 3 meters of 5in diameter cast iron. From the pump to the discharge the pipe is...
For the three connected reservoirs with the given information, calculate the water velocity in each pipe, neglecting the minor losses Patm Zв 850 f. =700 ft. d 1.1 ft Patm =800 ft. d 1 ft f=0.03 atm in all pipes ZA838 ft. d 1.2 ft =600 ft =805 ft. Datum F (velocity, ft/s x diameter. (Vd) for water at 6 Valu 8000 8 10 0.1 0.2 0.4 0.6 0.8 1 40 60 80 100 200 400 600 800 1000 2...