Gasoline has a specific weight of 42.5 lb/ft³, flows in a pipe enlargement from 2.05 in. diameter to 3.71 in. diameter. The pressures at smaller and larger sections are 56.3 and 58.2 psi, respectively. Calculate the velocity of flow at smaller diameter section. Determine the weight flow rate of the gasoline in the pipe enlargement A1 = 1 ft2 Q1 = 10 cfs P1 = 10 psi (1) (4) (2) A2 = 0.07 ft2 P2 = 5.0 psi (3) A3 = 0.20 ft2 v2 = 20 fps Water flows through the horizontal branching pipe shown in Figure 1 at a rate of 10 cubic

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
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Chapter10: Force And Force-related Variables In Engineering
Section: Chapter Questions
Problem 26P: SAE 30 oil is contained in a cylinder with inside diameter of 1 in. and length of 1 ft. What is the...
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Gasoline has a specific weight of 42.5 lb/ft³, flows in a pipe enlargement from 2.05 in.
diameter to 3.71 in. diameter. The pressures at smaller and larger sections are 56.3 and 58.2 psi,
respectively. Calculate the velocity of flow at smaller diameter section.
Determine the weight flow rate of the gasoline in the pipe enlargement
A1 = 1 ft2
Q1 = 10 cfs
P1 = 10 psi
(1)
Find the pressure at section (3).
(4)
Find the flow rate in section (4).
(2)
A2 = 0.07 ft2
P2 = 5.0 psi
(3)
Water flows through the horizontal branching pipe shown in Figure 1 at a rate of 10 cubic
ft per second (cfs). If viscous effects are negligible, determine the water speed at section (2).
A3 = 0.20 ft2
v2 = 20 fps
Transcribed Image Text:Gasoline has a specific weight of 42.5 lb/ft³, flows in a pipe enlargement from 2.05 in. diameter to 3.71 in. diameter. The pressures at smaller and larger sections are 56.3 and 58.2 psi, respectively. Calculate the velocity of flow at smaller diameter section. Determine the weight flow rate of the gasoline in the pipe enlargement A1 = 1 ft2 Q1 = 10 cfs P1 = 10 psi (1) Find the pressure at section (3). (4) Find the flow rate in section (4). (2) A2 = 0.07 ft2 P2 = 5.0 psi (3) Water flows through the horizontal branching pipe shown in Figure 1 at a rate of 10 cubic ft per second (cfs). If viscous effects are negligible, determine the water speed at section (2). A3 = 0.20 ft2 v2 = 20 fps
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