The length of a 20 cm rigid pipe carrying 0.15 m3/s of water (at 10°C) is estimated by instantaneously closing a valve at the downstream end and noting the time required for the pressure fluctuation to complete a full cycle (all 4 strokes). If the time interval is 6 s, what is the pipe length?
The length of a 20 cm rigid pipe carrying 0.15 m3/s of water (at 10°C) is...
06:20 marks) The water is flowing with a flowrate of Q= 0.5 m3/s in a pipe of length 1900 m, pipe diameter 600 mm and pipe thickness 16 mm. The pipe is elastic, bulk modulus of water Ep= 2.1 x10° N/m2, The modules of elasticity for the pipe material Ep = 3 x1011N/m2. At the end of the pipe, a valve is provide. Find the rise in pressure AP and pressure AH, if the valve is closed in 2.0 seconds.
Water at 20°C flows at 0.08 m3/s through a pipe and is metered by a 12 cm diameter long-radius flow nozzle (d = 12 cm). If the pressure drop across the nozzle is 25 kPa, what is the diameter of the pipe (D)? Use: Pwater = 998 kg/m3; Hwater = 0.001 kg/m-s. Express your answer in centimeters (cm). D
(a) A pipe (K = 2.07x10° N/m2 dan E = 20.7x10 N/m², C1=1.0) with a length of 2500 mis carrying water from an open reservoir at a speed of 2 m/s. The diameter of the pipe is 150 mm with a thickness of 15 mm. When the valve at the downstream end is suddenly closed, calculate the i) increase of pressure at the valve. ii) time taken for the pressure wave to travel from valve to reservoir. iii) sketch the...
Paragraph Drawing Water (p = 1000 kg/m3) is accelerated from rest in a horizontal pipe that is 80 m long! and 30 cm in diameter. If the acceleration rate (toward the downstream end) is 5 m/s?! what is the pressure at the upstream end if the pressure at the downstream end is 90 kPa gage? What is the net force?
H2.3 Consider water at 20°C flowing through a horizontal pipe of diameter 15 cm and length 10 m. The flowrate is 0.021 m3/s and the wall shear stress is 5.76 N/m2. Assume fully developed flow. a. Verify that the flow is turbulent b. Determine the pressure drop [N/m2 c. Estimate the viscous sublayer thickness [mm], i.e., where y+ 5 d. Compare results of part c. with typical pipe roughness (see Table 8.1 in text and comment on implication e. Using...
Question 11 Water is flowing through a 10-cm-diameter water pipe at a rate of 0.2 m3/s. Now a diffuser with an outlet diameter of 20 cm is bolted to the pipe in order to slow down water that exits into atmosphere, as shown. Disregarding frictional effects, determine the force exerted on the flange due to the water flow. Density of water = 1000 kg/m3 = 10 cm D = 20 cm Diffuser 357 N 1549 N 6205 N none of...
Question 11 Water is flowing through a 10-cm-diameter water pipe at a rate of 0.2 m3/s. Now a diffuser with an outlet diameter of 20 cm is bolted to the pipe in order to slow down water that exits into atmosphere, as shown. Disregarding frictional effects, determine the force exerted on the flange due to the water flow. Density of water = 1000 kg/m3 -. + d = 10 cm D = 20 cm Diffuser 357 N 1549 N 6205...
2 A pipe carrying water narrows 1 from a dizameter dy9.6 cm to a diameter d24.8 cm as it: rises h1.0 m. Ai position 1 the gauge pressure is P1-1674 kPa and the speed is 2.8 m/s. Calculate the gauge pressure P2 at position 2 in units of kPa. Round your answer to the nearest whole number. Density of water is 1000 kg/m3.
Water is flowing through a 10-cm-diameter water pipe at a rate of 0.1 m/s. Then, a diffuser with an outlet diameter of 20 cm is bolted to the pipe in order to slow down water as it exits the diffuser to atmospheric pressure, as shown in the given figure. Disregarding frictional effects, determine the force exerted on the bolts due to the water flow. Take the density of water to be 1000 kg/m3 -t- d 10 cmm D = 20...
Water, with density of 1000 kg/m3 and kinematic viscosity of 1.0 x 10- m2/s, is pumped through a total length of 60 m of pipe from a lower reservoir to a higher reservoir. The inner diameter of the pipe is 30 cm. Both reservoirs are open to the atmosphere, and the water surface of the higher reservoir is 10 m above that of the lower reservoir. The entrance from the lower reservoir to the pipe is sharp-edged, and along the...