The water tanks are connected to each other through a mercury manometer with inclined tubes as shown in the figure. If the pressure difference between the two tanks is 20 kPa, calculate a and θ. 4) The water tanks are connected to each otherthrough a mercury manometer with inclinedtubes as shown in the figure. If the pressuredifference between the two tanks is 20 kPa,calculate a and 0.WaterAla26.8 cm2aWateraВMercurySG = 13.6

Name: The water tanks are connected to each other through a mercury manomete
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: The water tanks are connected to each other through a mercury manometer with inclined tubes as shown in the figure. If the pressure difference between the two tanks is 20 kPa, calculate a and θ. 4) The water tanks are connected to each otherthrough a

Answered: Image /qna-images/answer/0d04b734-4788-43b7-904a-ba920e01dde5.jpg

Engineering

Mechanical Engineering

4) The water tanks are connected to each other through a mercury manometer with inclined tubes as shown in the figure. If the pressure difference between the two tanks is 20 kPa, calculate a and 0. Water A Ta 26.8 cm 2a Water В Mercury 12.6

4) The water tanks are connected to each other through a mercury manometer with inclined tubes as shown in the figure. If the pressure difference between the two tanks is 20 kPa, calculate a and 0. Water A Ta 26.8 cm 2a Water В Mercury 12.6

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.122P: The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate...

See similar textbooks

Similar questions

How long will it take the water surface in the tank shown to drop from h = 3 m to h = 50 cm?
Q4: The hydraulic lift in a car repair shop has an output diameter of 30 cm and is to lift cars up to 2000 kg. Determine the fluid gage pressure that must be maintained in the reservoir.
he gage pressure of the air in the tank shown in the figure is measured to be 65 kPa. Determine the differential height h of the mercury column.
A capillary tube is immersed vertically in a water container. Knowing that water starts to evaporate when the pressure drops below 3.5 kPa, determine the maximum capillary rise and tube diameter for this maximum-rise case. Take the contact angle at the inner wall of the tube to be 6° and the surface tension to be 1.00 N/m. Find the tube diameter for the maximum rise (in μm.)
U - tube is used to pressure the difference in water channel. p1= 1000 kg/m3. The orange fluid in the U - tube has a density: p2= 2000 kg/m3. The height a = 10 cm and h = 15 cm. If the pressure at point ① is 111 kPa, what is the pressure at point ② ?
Consider a double-fluid manometer as shown in the figure, attached to an air tank. If one fluid is mercury, determine the density of the other fluid for the given pressure. Take Patm= 100 kPa.
An open tank containing water is accelerated vertically at 5.8 If the motion is downward with positive acceleration, determine the pressure (kPa) 1.85 m below the surface.
An open tank 2 m x 4 m rectangular horizontal section has anegligible weight and contains water to a depth of 1.5 m. It is actedupon by an unbalanced force of 50 kN parallel to longer side so thatwater is about to spill. If the tank is closed and theacceleration is increased by 4 m/s ², determine the new unbalancedforce if the pressure on the surface is 30 kPa.
A 3 m diameter , 7 m long cylindrical tank is completely filled with water. The tank is pulled by a truck on a level road with 7 m long axis being horizontal. Determine the pressure difference in kPa between the front and back ends of the tank along a horizontal line when the truck accelerates at 3 m/s^2.
Open tank (4.5 m long, 2.5 m height and 3 m wide) contains liquid (S-0.75) to height 1. m. If this tank is accelerated along its length on a horizontal truck at a constant value of 3.5 m/s, determine pressure at the bottom of the tank at front and rear edges (in kN/m). (take y=9.8 kN/m for water)
Pipe A contains gasoline (SG = 0.7), pipe B contains oil (SG = 0.9), and the manometer fluid is ,ercury. Determine the new differential reading if the pressure in pipe A is decreased 25 kPa, and the pressure in pipe B remains constant. The initial differential reading is 0.30 m. (Hydrostatic)
A tank of water 4 m deep receives a constant upwardacceleration a z . Determine ( a ) the gage pressure at the tankbottom if a z = 5 m 2 /s and ( b ) the value of a z that causes thegage pressure at the tank bottom to be 1 atm.