A 300-mm-diameter pipe carries a flow of 50 L/s. Compute the velocity of flow in m/s.
A 300-mm-diameter pipe carries a flow of 50 L/s. Compute the velocity of flow in m/s.
Q8 A horizontal pipe 50 mm diameter is fitted with a venturi tube, which has a throat diameter of 40 mm. The pipe carries water at a pressure of 30 kPa gauge and velocity 3 m/s upstream of the throat. Determine: a. The mass flow rate; b. The velocity at the throat C. The pressure at the throat ignoring head losses: d. The pressure at the throat if a head loss equal to 5% of the total head occurs as...
Consider a 200 mm internal diameter pipe with a length of 1000 m, a Hazen-Williams flow coefficient of 120 and a flow rate of 50 L/s. Assume the kinematic viscosity of water to be 1.14 mm2/s. Calculate the frictional head loss in the pipe.
6-7. Oil flows through the 100-mm-diameter pipe with a velocity of 8 m/s. If the pressure in the pipe at A and B is assumed to be 60 kPa, determine the x and y components of force the flow exerts on the elbow. The flow occurs in the horizontal plane. Take ρο -900 kg/m3 8 m/s 30° 100 mm 100 mm
EMERGENCY. please reply fast 7- A pipe of 120 mm internal diameter 2.2 m long carries thermally an hydrodynamical fully developed flow at 1 is maintained at a temperature of go c temperature of the fluid reaches 50'C. Case b) Find roughness is o.26 mm and your findings. 21.5 kg/s. The pipe is smooth and Case a) Find h where the bulk the fluid temperature reaches 5o'С. Discuss nended in quiescent air Aihat 7- A pipe of 120 mm internal...
The frictional loss in a pipe flow experiment using 0.5 m length, 3 mm diameter pipe (e=0.0020 mm) has produced the following data in Table 1 and Figure 13: The approximate Reynolds number range where significant change in flow characteristics occur is: Table 1: Pipe flow data Head loss (m) Velocity (m/s) Rep 1.000 0.054 0.3076 923 -y = 0.2963x1.7868 0.08 0.4507 1352 R = 0.9657 0.102 0.5580 1674 hu (m) 0.122 0.6363 1909 0.100 0.14 1113 0.7300 2190 ty...
A given pipe having 250 mm diameter at section A and 500 mm diameter at section B carries petrol of specific gravity 0.89 at the flow rate of 270 l/s. The section B is at altitude of 14 m above section A. If the pressure of the petrol at section A and section B are 190 KPa and 150 KPa respectively. 1 - Calculate the Head Loss between the two sections; 2 - Change the unit flow rate in USA...
water resources (4) A pump is required to deliver 150 L/s through a 300-mm diameter PVC pipe (smooth pipe) from a well to a reservoir. The water level in the well is 1.5 m below the ground surface and the water surface in the reservoir is 2 m above the ground surface. The delivery pipe is 300 m long, and minor losses can be neglected. A pump manufacturer suggests using a pump with a performance curve given by | HA...
Question in the picture smooth pipe: Total length, L Diameter, d -25 mm 4 m tank water (pa 1,000 kg/m3, μ 0.001 kg/ms) flows from a very large tank (that is open to atmosphere) through an L 4 m total length of smooth pipe of d = 25 mm diameter at a bulk velocity of 6 m/s. The water then exits the pipe at 3 m above ground as a free jet. The pipe network contains a gate valve (V),...
Two reservoirs are joined by three pipes in series; Pipe 1 is 300 mm in diameter and 300 m long and has λ = 0.019; Pipe 2 is 200 mm in diameter, 150 m long and has λ = 0.021; and Pipe 3 is 250 mm in diameter and 250 m long and has λ = 0.020. They are conveying water at 15oC. If the height difference between the top water levels is 10 m, find the flow rate ignoring...
questions 1,2,3, and 4 this course is Urban Development Urban Development II CA 2321 1. Calculate the velocity of flow in an 8 inch diameter pipe when the quantity of flow is 400 gpm. Check answer using nomograph. 2. Calculate the velocity of flow in a 200 mm pipe when the quantity of flow is 40 Vs. Check answers using nomograph. 3. Calculate the quantity of flow in a 300 mm pipe(flowing full) when the velocity of flow is 1.38m/s....