A pipe caring water with volumetric flow rate 0.6 m3/s branches into five pipes. The first...
A 600mm diameter horizontal pipe of length 2km branches into two pipes of 300mm and 450mm diameter, each 1.6km long (Fig. Q5). The 600mm pipe is at an elevation of 30m and connects reservoir A with water level 50m. The two branched pipes connects reservoir B with water level 100m. A pump is installed in the 600mm pipe and causes the flow from A to B. Calculate the required power of the pump to maintain a flow rate of Im®/s...
Two reservoirs are connected by a pipe delivering water at the rate of 0.05 m3 /s. To increase the discharge, two more pipes of the same length and the same friction factor are laid in parallel. The diameter of the second pipe is twice that of the first, and the diameter of the third pipe is three times that of the first pipe. Determine the total discharge that is now being delivered to the receiving reservoir.
Water to a residential area is transported at a rate of 1.5 m3/s via 70-cm-internal-diameter concrete pipes with a surface roughness of 3 mm and a total length of 1500 m. In order to reduce umping power requirements, it is pro posed to line the interior surfaces of the concrete pipe with 2-cm-thick petroleum-based lining that has a surface rough ness thickness of 0.04 mm. There is a concern that the reduc tion of pipe diameter to 66 cm and...
At a flow rate (velocity) of 3 m/s, what is the volumetric flow rate in m3/s (Q) through a 0.1 m inside diameter pipe?
#2 Turbulent Flow in Pipes Water (p-1000 kg/m3, щ-0.001 N. s/m2) flows through a 0.1 m pipe at 0.1 m/s. . Verify that the flow is turbulent by showing Re >4000 The profile of the mean velocity is given by 4 4 and v 0 in units of m/s. (Here u refers to the axial flow velocity and v refers to the radial velocity.) We are also given 0.0004, v0.0001, and vv 0.0004 in units of m'/s2. Compute the turbulent...
Problem 4 (50 points) water is discharged from a reservoir at a rate of 18.103 m2/s using two horizontal cast iron pipes nected in series and a pump between them. The first pipe is 20 m long and has a 6-cm diameter, while the second pipe is 35 m long and has a 4-cm diameter. The water level in the reservoir is 30 m above the centerline of the pipe. The pipe entrance is sharp-edged. Losses associated with the connection...
fluid mechanics ASAP please Problem 4 (50 points) Water is discharged from a reservoir at a rate of 18.103 m3/s using two horizontal cast iron pipes connected in series and a pump between them. The first pipe is 20 m long and has a 6-cm diameter, while the second pipe is 35 m long and has a 4-cm diameter. The water level in the reservoir is 30 m above the centerline of the pipe. The pipe entrance is sharp-edged. Losses...
Calculate the volumetric flow rate of water through the pipe with inside diameter = 0.2m fitted with an orifice plate contains a concentric hole of diameter = 0.15 m. The head differential across the orifice plate is 3.4 m and the discharge coefficient =0.6 Select one: O a. 0.2944 m3/s O b. 0.1567 m/s O c.0.1048 m/s O d. 0.3011 m/s O e. 0.1296 m/s
Water flows with mass flow rate 0.0566kg/s through a pipe with diameter 30mm and length 600m. Find the pressure drop across the pipe if the friction factor is 8/Re, Density of water=1000Kg/m3 and the viscosity of water=0.0018Ns/m2 Select one: a. 3072 N/m2 O b. 3101 N/m2 0 c. 3111 N/m2 O d. 3001 N/m2 e. 3022 N/m2
A flow nozzle equipped with a differential pressure gage is used to measure the flow rate of water at 10°C (p 9997 kg/m3 and p 1.307 x 10-3 kg/m s) through a 3-cm-diameter horizontal pipe. The nozzle exit diameter is 1.5 cm, and the measured pressure drop is 3.3 kPa. Determine the volume flow rate of water, the average velocity through the pipe, and the head loss 1.5 cm Differential pressure gage -3 m3(s m/s The volume flow rate of...