3. Water at 10°C is flowing from a lower to an upper pond through a pipe...
7.14 The pump in Fig. 7.20 delivers water from the lower to the upper reservoir at the rate of 0.057 m3/s. The energy loss between the suction pipe inlet and the pump is 1.83 m and that between the pump outlet and the upper reservoir is 3.66 m. Both pipes are 6-in Schedule 40 steel pipe. Calculate (a) the pressure at the pump inlet, (b) the pressure at the pump outlet, (c) the total head on the pump, and (d)...
1 A pump delivers water from the lower reservoir to the upper reservoir at a rate of 60 L/s. Both the suction and discharge pipes are DN 150 schedule 40steel pipe. The length of the suction pipe leading to the pump is 3.5 m, and 7 m of discharge pipe extend from the pump outlet to the upper tank. There are three standard 900 elbows and a fully open gate valve. The depth of the fluid level inside the lower...
if a pump delivering water from a collector tank up to a reservoir tank operates with the following parameters: Pipe length = 520m , Difference in height between collector and reservoir tanks = 15m , Pump efficiency = 60 % , Gravitational acceleration = 9.81m/s² Density of water = 1000 kg/m³ , If the pump is delivering water through a 50mm NB pipe: What power will be required by the pump?, What is the head loss in this length of...
Water at 20 C is steadily flowing through a diverging pipe section that is inclined by an angle of 30° with respect to the horizontal (See the figure) The total testing section length is 20 m long with an initial pipe diameter of 10 mm (Section 1) and final diameter of 20 mm (Section 2). The small diameter section shows a gage pressure of 100 kPa and average flow velocity 10 m/s. Other values will be obtained by reaching complete...
Water is flowing through a 600mm diameter horizontal pipe n = 0.013 and 1000m in length. A gage pressure downstream has a reading of 16 kPa and another gage in between the ends of the pipe reads 20 kPa while on the upstream side reads 30 kPa. a. Determine the total head loss of the pipe b. Determine the velocity of flow in m/s. c. Determine the rate of discharge in liter per second.
Question 1: Calculate the force on the bolts if a) Water flowing in the pipe is on a horizontal plane. bł Water flowing in the pipe is on a vertical plane and the distance between the centerlines of upper and lower pipes is 2 meters. d-0.05m 015m L/s 15m
Question 1: Calculate the force on the bolts if a) Water flowing in the pipe is on a horizontal plane. bł Water flowing in the pipe is on a vertical plane...
Two large tanks are open to the atmosphere at the top. Water s
pumped from the lower tank to the upper tank through a single PVC
(smooth) pipe. The relationship between Velocity in the pipe (ft/s)
and the pump head (ft) is given. There are no significant minor
losses. What is the flow rate, Q (cfs), in the pipe?
Pump Coefficients 1.30 sec /ft Pipe Length Inside Pipe Diameter 300 ft 0.250 feet a = 3.24 sec b 107.00 ft...
1. For water at 20 C flowing through a straight smooth pipe at 0.06 m/h, the pipe diameter for which transition to turbulence will occur is approximately a. 1.0 cm b. 1.5 cm c.2.0 cm d. 2.5 cm e. 3.0 cm 2. Find the Reynold number, the roughness parameter, the friction factor f and the pressure drop for flow of water at 20 C through a 5 cm diameter pipe of roughness height E=0.5 mm if the flow rate is...
A pipe carries water horizontally at a pressure of 1.4 atm, with the water flowing at a speed of 2.0 m/s. The water is then to be diverted downwards and continue through a horizontal pipe located 4.0 m below the first segment of pipe (labelled as h in the diagram below). If the width of the pipe remains constant, what is the pressure of the water in the lower pipe (in atm)? Note that the density of water is 1000...
(2) A pump is located H1-2 m above the water surface of a lake. The pump has an intake pipe diameter of D-20 cm and the head loss in the pipe that runs from the lake to the pump is hi 0.5 m. The outlet pipe diameter is d-30 cm. The pump has an efficiency of n 0.88 and uses P-15,000 ft.lb/s to pump water to a pond H2- 40 m above the lower lake surface. The head loss in...