The venturi meter shown below carries water at 60°C. The inside dimensions are machined tothe sizes shown in the figure. The specific gravity of the gage fluid in the manometer is 1.25.Calculate the velocity of flow at section A and the volume flow rate of water.200-mminside diameterFlow0.46 my is an unknowndistancey300-mminsidediameter1.18 m

Answered: Image /qna-images/answer/cc1cb7d2-a217-44b3-b191-88495a899dad.jpg

Answered: The venturi meter shown below carries…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The flow rate of water flowing out of an 80mm diameter nozzle shown in Figure 1 is 60 litre/s. The volume of the water in the pipe bend is 50 litres and the pipe bend is installed in a vertical plane. The head loss from point 1 to 2 is 0.44m. Calculate the x and y for components of the thrust block to hold the pipe bend. Horizontal Thrust block 30° 50° Open end Ø80 mm Ø 160 mm Figure 3 Cs Scanned with CamScanner Vertical
Question 3:- A tank with 100.58 kPa pressure is connected with manometer to measure the pressure. The specific gravity of fluid was 0.85 and the atmospheric pressure is 96 kPa find the manometer column height "h". Pam = 96 kPa P=100.58 kPa h=? SG = 0.85
The Venturi meter shown in the sketch below, contracts the flow down to one quarter of its original area. Cold air at 0 deg C flows in the pipe through the Venturi meter. The velocity of the air upstream of the Venturi meter is equal to 40 ft/s and the pressure at the same point is equal to 30 psia. What is the manometer reading if the fluid of the manometer is water with density 1000 kg/m3 . Assume that the air behaves as an ideal gas with molecular weight equal to Mw=29 kg/kmol and constant density evaluated at upstream conditions. Use Bernoulli's equation for your calculations. please respond asap!
Example 7: The figure below shows a complex manometer. Calculate: 1. The gauge pressure of the air in the tube (2943 N/m²). 2. The gauge pressure at A (20718.72 N/m²). 3. The absolute pressure at A if the atmospheric pressure is 105Nm2 (120718.72 N/m²). s.g.= 0.90 S.g.= 2.94 B Air 0.6m 0.3m D FU 0.8m Water Density of water = 1000 kg/m³.
mater 9
The water surface shown below is 10 m above the datum. The pipe is 425 mm in diameter and the total loss of head between point (1) in the water surface and point (5) in the jet is 3 m. Determine the discharge Q. (m3/s). Round your answers in 3 decimal places.
1) A manometer is attached to two pipes as shown. If knowing mercury SG is 13.6, sea water SG is 1.035, and fresh water p is 1,000 kg/m³, determine the pressure difference between two pipelines at the centers. Fresh Water h. -60 cm Air hair -70 cm hea <- 40 cm Mercury Sea Water hi -10 cm
P10.) Determine the flow in each pipe shown in the figure. Assume f = 0.02 for all pipes. Subject: fluid mechanic Lesson: *Conservation of Energy *Fluid Flow in Pipes
Water flows at 0.07 cubic meter per second through a pipe. A horizontal venturi meter with throat diameter of 150-mm was used to measure the velocity inside the pipe. Based on manometer reading, the differential gauge is deflected 1.2 meter. If the specific gravity of the manometer fluid is 1.60, the velocity, in meter per second (m/s), of water inside the pipe is ____ ANSWER ASAP
The water flow rate in the pipe will be measured using the pitot tube system given in the figure. At point 1, the velocity is zero and represents the stationary point. Since there is mercury with a density of 13600 kg/m3 in the manometer and the height of the manometer is read 0.06, calculate the volumetric flow rate of the water flowing in the pipe with a diameter of 0.2 m. (ρwater = 1000 kg/m3)

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