The differential manometer shown in figure 4 is used to measure pressure difference between pipe A and B. Pipe A is conveying water while pipe B is conveying air. If the pressure at B is 12kPa calculate the pressure at A. Figure 4. (a) 35kPa (b) 12kPa (c) 23kPa (d) 24kPa QUESTION 20The differential manometer shown in figure 4 is used to measure pressure difference betweenpipe A and B. Pipe A is conveying water while pipe B is conveying air. If the pressure at B is12kPa calculate the pressure at A.(a)(b)(c)(d)2.3m35 kPa12 kPa23 kPa24 kPa1.2mABFigure 4.

Answered: Image /qna-images/answer/53dc77aa-c650-4e4a-8026-46112bae3035.jpg

QUESTION 20 The differential manometer shown in figure 4 is used to measure pressure difference between pipe A and B. Pipe A is conveying water while pipe B is conveying air. If the pressure at B is 12kPa calculate the pressure at A. (a) (b) (c) (d) 2.3m 35 kPa 12 kPa 23 kPa 24 kPa 1.2m A B Figure 4.

QUESTION 20 The differential manometer shown in figure 4 is used to measure pressure difference between pipe A and B. Pipe A is conveying water while pipe B is conveying air. If the pressure at B is 12kPa calculate the pressure at A. (a) (b) (c) (d) 2.3m 35 kPa 12 kPa 23 kPa 24 kPa 1.2m A B Figure 4.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 2. Consider a venturi meter having a throat diameter of DB = 6 inches. The deflection of mercury in…

Q: The fluid is air (y = 12 N/m³) and the manometer fluid has a sp.gr of 0.827. Assuming no head…

Q: Problem 5: Hydrostatic Pressure Consider the swimming pool light fixture shown below. It has a…

A: Given data,D=Dia=15cm=0.15mR=radius=mz=depth=2.5mFINDvertical hydrostatic force (N)

Q: Water is flowing through a venturimeter shown. The difference in pressure between Point 1 (D = 4cm)…

Q: Water GLYCERIN, SG = 1.26 Pipe 30mm 3mm

Q: Pipe Water Ah SG = 2.6 D = 30 mm Figure Q2 (a)

Q: A U-tube manometer is connected to a closed tank containing air and water as shown in the figure…

Q: x=1, y=5

A: Given values: x=1, y= 5 (a) Fluid A is gasoline, G1 = 0.715 Gauge liquid is mercury, G2 = 13.6 z =…

Q: Water is flowing through a venturimeter shown. The difference in pressure between Point 1 (D = 4cm)…

Q: a. Water and oil flow in horizontal pipelines. A double U-tube manometer is connected between the…

Q: (a) determine pressure at Section-2. (b) the volume rate of flow in m³/s.

Q: One side of the tank is open to the atmosphere and the other side is sealed with air above the…

A: To determine: gage pressure at various given locations of the water tank shown in the given figure…

Q: Q9: For the shown figure, what is the difference in pressure between points A, B? S.9. = 0.92 water…

A: To find pressure difference between point A and B

Q: Current Attempt in Progress (Bernoulli/continuity/Pitot tube) Two Pitot tubes and two static…

Q: 6.8 in PA Water FIGUD

Q: B- A square cross-sectional tube of size 3 mm. capillary rise, if surface tension, (a) is 0.073 M

Q: A U-tube manometer is connected to a closed tank containing air and water as shown in the figure…

A: Given: Air pressure = 16 psia Differential reading = 4 ft Guage fluid unit weight = 90 lb/ ft3 To…

Q: The surface tension of soap water at 20 °C is o = 0.025 N/m. Q6. Surface Tension Calculate the gage…

Q: A submersible pump is pumping water from a well that is 200 ft of water through a 4 inch PVC pipe.…

A: To Find ; (a) Static Head (b) Total Head

Q: For the following inverted manometer setup, if the pressure at x is 200 kPa, what is the pressure at…

Q: Q4/B/ Calculate the difference pressure (psf) between points A and B for the figure: 1000 mm o Water…

Q: Air discharges from a 2-in.-diameter nozzle and strikes a curved vane, which is in a vertical plane…

A: D = 2 in = 22.5o = 7 in or 0.583 ft

Q: A: Derive an expression to determine the hydrostatic force and the centre of plane submerged inside…

Q: Question 13 In the illustration: A B 2 D All friction factorf = 0.02 All pipe lengths L = 250m…

A: This problem is related to pipe flow from Fluid Mechanics. In this problem given about Diameter and…

Q: For the differential manometer shown. (a.) Find the H (in inches) if pressures at A is 9psi and Bis…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

The differential manometer shown in figure 4 is used to measure pressure difference between pipe A and B. Pipe A is conveying water while pipe B is conveying air. If the pressure at B is 12kPa calculate the pressure at A. Figure 4. (a) 35kPa (b) 12kPa (c) 23kPa (d) 24kPa

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1: Given

VIEW

Step 2: Calculation

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 2 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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

The pressure difference between two points as measured with a manometer is given as ?2 − ?1 = ??ℎ The following figure shows a single U-tube manometer for measuring pressure difference between points “A” and “B”. By determining the pressure at point “a” through the left leg and then through the right leg, show that the difference in pressure between point “A” ?? and “B” ?? is approximately given by ?? − ?? ≅ ?(ℎ2 − ℎ1)(??2?)
Determine the gauge pressure at the center of pipe B in kilopascals. Mercury (S = 13.6) is the fluid in the manometer while oil (S = 0.93) is the fluid flowing in the pipe. Oil Mercury +B 0.2 m 0.02 m
Q.23 Consider the flow of water through the frictionless pipe as shown in the figure. There is a sudden expansion at a section in the pipe. The flow velocity is 2.5 m/s and 1 m/s in AB and BC portion of the pipe respectively. The reading '' of the mercury- water differential manometer is: [Take specific gravity of mercury as 13.6] A O 50 cm Q B ↓ Water }
Find the answer
Ans is 82.7 ,Show complete work
Q-4 The apparatus shown in the figure is used to measure the velocity of air at the center of a duct having a 10 cm diameter. A tube mounted at the center of the duct has a 2 mm diameter and is attached to one leg of a slant-tube manometer. A pressure tap in the wall of the duct is connected to the other end of the slant-tube manometer. The well of 10 cm p = 150 kPa the slant-tube manometer is sufficiently large that the elevation of the fluid in it does not change significantly when fluid moves up the leg of T= 20°C the manometer. The air in the duct is at a temperature of 20°C, and the pressure is 150 kPa. The manometer liquid has a specific gravity 30 of 0.7, and the slope of the leg is 30°. When there is no flow in the duct, the liquid surface in the manometer lies at 2.3 cm on the slanted scale. When there is flow in the duct, the liquid moves up to 6.7 cm on the slanted scale. Find the velocity of the air in the duct. Assuming a uniform velocity profile in the duct, calculate the…
15. The inverted U-tube manometer is used to measure the difference in pressure between water flowing in the pipes at A and B. If the top segment is filled with air, and the water levels in each segment are as indicated, determine the pressure difference between A and B. pw = 1000 kg/m³. 75 mm 225 mm 150 mm C D B 300 mm
Note:hand written solution should be avoided.
Water is flowing through a venturimeter shown. The difference in pressure between Point 1 (D = 4cm) and Point 2 (D = 2cm) is measured using open tubes. If h is 50cm, solve the velocity of flow at Point 1. h O 0.81m/s O 0.88m/s 2.02m/s O 1.29m/s
A U-tube manometer is connected to a closed tank containing air and water as shown in the figure below. At the closed end of the manometer the air pressure is 17 psia. Determine the reading on the pressure gage for a differential reading of 6 ft on the manometer. Express your answer in psi (gage). Assume standard atmospheric pressure and neglect the weight of the air columns in the manometer. Assume Pair = 17 psia, h₁ = 3 ft, h₂ = 6 ft. Pgage = psi -Closed valve -Air pressure = P Gage fluid (y = 90 lb/ft³) air Air Water Pressure gage