Z2 a) (30%) Assuming that the flow rate is Q = 3 x 103 m Consider...
Problem 4 (60%) Consider the flow of water through the circuit shown in the figure, moving water from reservoir A to reservoir B. The pipe is made of copper tubing with an inside diameter of 12 mm. For water take p = 1000- do me and v = 1.14 x 10-6 . Assume that a = 1 everywhere. Elevation 2775 m Z2 Reservoir B Elevation 21 = 1 m Pipe entrance r/d = 0 90° smooth bends, r/d=1 Angle valve...
minimum of 3 significant figures please
Consider the flow of water through the circuit shown in the figure, moving water from reservoir A to reservoir B. The pipe is made of copper tubing with an inside diameter of 12 mm. For water take p = 1000 and v = 1.14 x 10-6 m2 Assume that a = 1 everywhere. Elevation m Reservoir B Elevation Z1 = 1 m Pipe entrance r/d=0 90° smooth bends, r/d=1 Angle valve wide open V...
7) (7 marks) Water (p = 1000 kg/m?, v = 1 x 10-6 m²/s) for an irrigation system is to be pumped through a pipe from a reservoir to crop fields that are a distance along the ground of 1.1 km from the reservoir. The fields are at an elevation that is 20 m above the reservoir. The diameter of the pipe is 0.2 m. The required volume flow rate is 0.2 m/s. The steel pipe has an average roughness...
1. Water is pumped from a low reservoir to a high reservoir that is 20 m higher in elevation. The water is flowing at 1.5 m/s through a 305 mm internal diameter piping system. The water is at 18 degrees C. There are 1,000 m of piping, six standard 45 degree bends, two standard 90 degree bends, a branch flow tee, three gate valves, a swing check valve, a square inlet and a square outlet. The piping and valves are...
A pump transmits water at 10 °C from the reservoir to an elevated tank L2= 150 m as shown. The loss coefficient in Elevation = 190 m Elevation = 185 m each bend is 0.4 and loss in the pipe Water entrance is Ke = 0.5. There are no L=100 m loss at the pipe exit at the elevated Elevation D -20 cm tank. The pipelines are made of steel. -150 m -- Elevation - 145 m State your assumptions...
help me to answer question 9,11,13 please
Oilspecific gravity 0.85 and dynamic viscosity 1.52 x 103 Pa.s to flow in a 550 mm diameter uPVC pipe. The allowable friction head loss is imited to 15 m and length of pipe is 100 m. al using Darcu-Weisbach formula, determine the flow velocity, the friction factor and the flow rate. using Hazen-Wiiams formula, determine the velocity and the flow rate. MoN 10 Water must flow in a straight 450 mm diameter galvanized...
Q5. A pump is located 2 m below the water surface in a reservoir as shown. The piping between the pump and the reservoir consists of 3 m of 150-mm-diameter ductile iron pipe of 0.2 friction Coefficient. The valves and bends between the source reservoir and the pump are estimated to have a total local loss coefficient of k=50 (hikV2/2g). The water in the reservoir has a temperature of 25°C and the atmospheric pressure is 101.3 kPa. What is the...
Consider water at 20ºC flowing from
reservoir A, through the system in the following figure, to a tap
with a target exit volumetric flow rate of Q = 0.001m3/s. Select
suitable pipes based on pipe diameter, D, and a suitable pump based
on pump power, P.
FIRST CONFIGURATION:
Reservoir A exit is well-rounded.
The diameter of every pipe is D.
A globe valve which acts as an emergency cut-off and stops the
flow for maintenance purposes is fully open during...
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the 800-m long and 10-cm diameter drawn tubing from the upstream reservoir at an elevation of 10 m to the downstream reservoir at an elevation of 30 m. The pump is located at an elevation of 10 m below the datum and at a distance of 350 m from the upstream reservoir as shown. (a) Find the values of the Reynolds number and the friction...
Q3 (40 pts): Water is pumped through a 60-m-long, 0.3-m-diameter pipe from a lower reservoir to a higher reservoir, which has a water surface 10 m above the lower one. When the pump adds 40 kW to the water the flowrate is 0.20 m/s. Assume the following coefficients of minor losses: • Entrance: Kentrance = 0.5 Exit: Kexit = 1 Each elbow: Kelbow = 1.5 • Valve: K= 6 Part A (20 pts) Determine the pipe roughness ε. Part B...