**Problem 3.6.45:**Oil of specific gravity 0.83 flows in the pipe shown in Fig. P3.6.45. If viscous effects are neglected, what is the flow rate?**Description of the Diagram:**- The diagram features a pipe system where oil is flowing.- On the left side, the oil enters a vertical section that has two heights marked: 3 inches for the lower section and rising to a higher section that measures 4 inches.- Water interfaces with the oil in a side gauge connected to the pipe, rising up to a height of 4 inches above the lower oil level.- The internal flow of oil is indicated by a rightward arrow, labeled Q.- The specific gravity (SG) of the oil is given as 0.83.- The heights of the pipe sections indicate the pressure differences contributing to the flow.**Figure Reference:**FIGURE P3.6.45This figure shows the interaction between oil and water in a pipe system, illustrating the concept of flow rate without considering viscous forces.

Answered: Image /qna-images/answer/604d97e9-fd86-4ecb-bcef-df756118645e.jpg

Answered: 3.6.45 (WP) Oil of specific gravity…

3.6.45 (WP) Oil of specific gravity 0.83 flows in the pipe shown in Fig. P3.6.45. If viscous effects are neglected, what is the flowrate? Water 3 in. 4 in. H é SG=0.83 FIGURE P3.6.45 4 in.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: 3.54 In the siphon of Fig. 3.60, h, =1 m, h, 3 m, D, = 3 m, D, 5 m, and the losses to section 2 are…

A: 3.54

Q: Q2: Find the piezometric head at tank (C), if the discharge in pipe (1) = (65 L/sec). Use (-0.025)…

A: 2) Given: find the piezometric head at tank c Q1= Discahrge in pipe 1=65…

Q: (a.) A fluid at P1, V1, flows through a sudden 2:1 contraction, with Az/A1 = 1/2 (see figure below).…

A: given; A2/A1=12KL=0.25∆P=P2-P1

Q: A certain oil flows through a cast iron pipe at a velocity of 1.0 m/s. the pipe is 45.0 long and…

A: Velocity, V= 1 m/s Length of the pipe, L= 45 m Diameter of the pipe, D= 150 mm= 0.15 m Note:…

Q: . A circular pipe of uniform diameter 500mm carries water under pressure 30 N/cm2 . The mean…

A: The diameter of uniform circular pipe is .The pressure at point 1 is .The velocity at point 1 is…

Q: TOPIC: FLUIDS AT REST AND MOTION Water flows through a horizontal pipe with a diameter of 4 cm at a…

A: Givend1=4cmV1=6m/sd2=2cmP1=400kPa

Q: 24. 3.9.An incompressible fluid (p = 55 lbm/ft³) leaves the pipe shown in Figure P3.9 with a…

Q: Exercise 4.3 A pipe carrying 1800 /min of water increases suddenly from 10 cm to 15 cm diameter.…

Q: Q2. A 200 mm x 100 mm venturimeter is provided in a vertical pipeline carrying oil of S = 0.9. The…

Q: (2) The tank below is cylindrical with a diameter of 10 m. The outlet is a cylindrical frictionless…

Q: 4.4 A tank containing water is placed on a trolley, which is attached to the wall by a cable, as…

Q: the gauge pressure at point B. Two reservoirs are connected by a pipe 40 cm diameter and 2000 m…

A: Upon the neglecting the minor losses we know that pa=pc=0vA=VC=0 Applying the Bernoulli equation…

Q: Inflow depth= h haer Qu Water from a storm drain flows over an outfall with a height, h, = 0.25 m,…

Q: A1 Vi 70 kPa Flange Fx V2 A2

A: Newton's second law states that the rate of change of linear momentum is equal to force. Momentum is…

Q: Q1/ For fig shown if water flow rate is 60 lit/s , Find (h) Note that Density: Pwater = 1 kg/m Pair…

Q: Q2: A: For the tanks-system shown below, write the equations (only) of the flow in each tank. Assume…

A: Given: For tank 1: Incoming flow rate→Q1i=5 gal/min Outgoing flow rate→Q1o=2+3=5 gal/min…

Q: Water flows from the tee attached to the pipe as shown in Fig. Q2. The water exits as a free jet at…

Q: PROBLEM S5.3 A thin spherical vessel 1 m in diameter and 12 mm thick is filled with water. More…

Q: 3.69 Determine the flowrate through the pipe in Fig. P3.69. P = 900 kg/m³ Water 2.5 m T Figure P3.69…

Q: In a test of the centrifugal pump shown in Fig. below, the following data are taken: py =100 mmHg…

A: The velocity of the fluid at inlet by using the continuity equation The velocity of the fluid at…

Q: 3. In the figure, ideal fluid (water) flow from the infinity large basin through the atmosphere.…

Q: Water (Pwater = 1000 kg/m³) is supplied through a soft hose with diameter D = 75 mm, to a…

A: For solution refer below images.

Q: 2) Caryn purchases an electronic telescope that automatically extends and rotates the lens to focus…

A: The angle is The angular velocity is The value are

Q: A horizontal pipe of (40cm) dia. expanded suddenly to (60cm) dia. with a flow rate of water equals…

A: Given data: - The initial diameter of the pipe is d1 = 40 cm. The final diameter of the pipe is d2…

Q: 3.101 Water flows through the horizontal Y-fitting shown in Fig. P3.101. If the flowrate and…

Q: Q3) A) A water jet issues from a nozzle 5 cm diameter, strikes a plate with a velocity of 30 m/sec.…

Q: 3.0 Consider two cases involving parallel flow of dry air at V=V= 1.5 m/s, T∞=T∞=45°C, and…

Q: what is the change in pipe diameter ca

A: To find Change in pipe diameter caused by internal pressure.

Q: Water with a density of 1 g/cm³ flows through a horizontal pipe. The pipe cross-section tapers from…

Q: A venturi meter has an inlet diameter of 65mm and a throat diameter of 26 mm. When measuring the…

A: The differential pressure head can be determined as,

Q: b) Laminar water flow can be obtained with a water balloon with small hole as shown in Fig Q4(b).…

A: Given: The temperature of the water, T = 25 C The diameter of hole, d = 3 mm = 0.03 m

Q: 1) Define the following terms and explain where they are used or applied. *notch *weir *venturi…

A: Solution to first question as per our company policy:

Q: Please try to answer in text Water flows through 100 mm diameter pipe from A to B. The velocity is…

A: Hydraulic grade line is defined as piezometer head.

Concept explainers

Properties of Fluids

The term fluid represents a type of substance that can easily change its shape under any external pressure/force and can flow. Fluids can acquire any shape in which it is stored and can resist normal stresses but cannot resist shear stress in rest condition. Whenever external shear stress is applied to fluids, it starts to flow. The fluids may be liquid or gas. Example- water, air, etc.

Question

**Problem 3.6.45:**

Oil of specific gravity 0.83 flows in the pipe shown in Fig. P3.6.45. If viscous effects are neglected, what is the flow rate?

**Description of the Diagram:**

- The diagram features a pipe system where oil is flowing.
- On the left side, the oil enters a vertical section that has two heights marked: 3 inches for the lower section and rising to a higher section that measures 4 inches.
- Water interfaces with the oil in a side gauge connected to the pipe, rising up to a height of 4 inches above the lower oil level.
- The internal flow of oil is indicated by a rightward arrow, labeled Q.
- The specific gravity (SG) of the oil is given as 0.83.
- The heights of the pipe sections indicate the pressure differences contributing to the flow.

**Figure Reference:**

FIGURE P3.6.45

This figure shows the interaction between oil and water in a pipe system, illustrating the concept of flow rate without considering viscous forces.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Determine the given data

VIEW

Step 2: Calculate the flow rate

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Make it simple and solve it fast.
Q3. SAE 30 oil (Sp. Gr. =0.833) with a dynamic viscosity 0.28 N.S/m flows in a 4-cm-diameter pipe which is inclined with an angle 37°. For the pressure measurement shown, determine A. Whether the flow is up or down. B. The flow rate in m'/h ... C. The shear stress and velocity I cm from the boundary. D. Draw the shear stress and velocity profile with the section of the pipe. - 180 kPa = 500kPa 15m 20m
Pro er hydrant nozzle in Fig. 1 has inlet and outlet diameters, D₁ = 8 cm and D₂ 1.0 cm. Water at 20°C flows through the nozzle at 0.001 m³/s and exits to the atmosphere. The atmospheric pressure is 101.3 KPa. Neglect the weight of the piping and nozzle. Compute: a) The exit fluid velocity, V2, ( b) The inlet pressure, Pl c) The horizontal force which must be resisted by the = flange bolts S d) The moment acting on the flange neglect the weight of the hydrant and water 10 m 8 cm Fig. 1: Water hydrant 1
help
Solve it..
Q1/ Water flows in the pipe shown in Fig. No. (1) from point No. (1) to point No.(2) at flow rate of Q = 0.1414 (m³/s). If P¡ is 70 (Bar), P2 is 9.81 (Bar), f=0.02 and length of pipe from point No. (1) to point No.(2) is 15.67 (km). (1) Find the diameter of the pipe (2) Find flow velocity in the pipe. (3) Draw the H.G.L. of flow in the pipe. P2 =9.81 (Bar) p1 = 70 (Bar) 400 m Reference Line 30° Fig.(1)
Water flows at 0.72 m/s through a pipe 17 cm in diameter when the pressure is 460,000 Pa. What is the water velocity & the pressure in the pipe if it shrinks down to 6 cm in diameter. Note: (The pipe is horizontal & ρwater = 1000 kg/m3.)
Question 2 (a) A fire hose nozzle having a 3-cm diameter at the exit delivers 0.01 m³/s of water. If the nozzle is attached to a 7.5-cm diameter hose as shown in Figure Q2a, find the pressure just upstream the nozzle at point (1) to deliver this flowrate. Hose Figure Q2a Note: The pressure at the nozzle exit is atmospheric pressure. You may apply Bernoulli's Equation between the upstream of nozzle, (1) and nozzle exit (2). 200kg/s (b) A steady water jet with a mass flow rate of 200 kg/s strikes an angled barrier as shown in Figure Q2b. Twenty percent of the jet passes through the slot. The rest splits symmetrically along the barrier. Assume pressure and velocity are constant everywhere. (i) Find the velocity, V of the water jet. water jet (ii) Calculate the horizontal force, F needed to hold the barrier. Section (1), A₁=0.01 m² Nozzle angled barrier 60⁰ 60% Q=0.01 m³/s F/2 F/2 Figure Q2b 20%
3.106 Determine the flowrate through the Venturi meter shown in Fig. P3.106 if ideal conditions exist. P1 = 735 kPa P2 = 550 kPa 31 mm 19 mm y = 9.1 kN/m3.
2. A fluid moves in a steady flow manner between two sections in a flow line. At section 1: A_1 =2 ft^2; 9_1 = 100 fpm; V_1 = 4 ft^3/lb. At section 2: A_2=2 ft^2; p_2=0.20 lb/ft^3. Calculate the speed at section 2 in ft/min or fpm %3D