(b) Consider two identical water tanks (20 m x 10 m x 10 m) filled with water. The depthof water in the first tank is 8 m and it is stationary. The depth of water in the second tank is 6m and it is moving vertically downward with a constant acceleration of 3.3 m/s?. Which tankwill have a higher pressure at the bottom?Now, the first tank is moving horizontally in the direction of its length with a constantacceleration of 2.4 m/s?. Determine the shape of the free surface and the total force on thebase and vertical faces of this tank.What will happen if these tanks are completely filled with water?

given; ⇒identical dimension of two tank =(20m*10m*10m)⇒depth of first tank (w1)=8m⇒depth of water in…

Answered: (b) Consider two identical water tanks…

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

Similar questions

You are about to ride a roller-coaster at Disney. The ride is a single-person ride with a drop of 25.0 meters and a plunger/piston system that makes the ride stop. There is a 250 kg water cylinder attached to the plunger/piston. The cart weighs about 75.0 kg and begins at the top of the circuit at a standstill. To get the total mass of the cart during the ride, you must add your weight (55KG) to the cart's overall weight. According to analysis, friction in the wheels and axles creates 2750 J of combined thermal and sound energy when the cart moves along the track. The bottom of the device's plunger/piston is designed to stop the cart at a max acceleration of 5.00 g's (49.0 m/s2). Question: Question #5: The plunger/piston compresses the water inside the cylinder, which is thenturned into thermal energy within the water. Determine the temperature change of the waterin the cylinder as it pulls the cart to a stop if the specific heat capacity of water is 4184J/kg°C (assuming 100 percent…
A door in the side of a tank is 20cm wide and 30cm high. If the tank is filled with oil r.d. 0.82 to the top of the door what is the force exerted on the door and the position of its line of action How much oil will have to be drained out for the force to be 40N and what will be the position of the new line of action
In the manometer above, point 2 is open and is exposed to the surroundings. Also, the water tank is pressurized by air from the inside as shown in the figure. If h1 = 22cm, h2 = 0.35m, and h3 = 47cm, and assuming that the acceleration due to gravity is 9.81m/s2, (density of water = 1011 g/L, density of oil = 770 kg/m3, density of mercury has a density of 13.75 kg/dm3) A) Calculate the gauge pressure (in torr) of the air inside the tank. B) Show in your diagram all the parts that can be cancelled in the pressure balance. C) Calculate the pressure at point C (in kPa).
Given an atmospheric pressure of 16.5 psia and an absolute pressure of 30.5 in. Hg, make these convertions: (e) 45 psi vacuum to psia and to Pa (f) 38 psia to atmospheres, and to in. Hg abs (g) 13 psi vacuum to Pa and to atmospheres (h) 8 in. Hg gage to psia, and to Pa
The flow of water from a reservoir is controlled by an L-shaped gate hinged at point A, as shown in the figure. The mass of the weight at B (a = 4 m to the right of A, b = 3 m above the base) is 5125 kg. If the gate opens when the water height is 1.75 m above the base, determine the width (in meters, not showing) of the gate.
The upper part of a water tank is divided into two sections as shown in the figure, while a fluid with an unknown density is poured on one side, the water level on the other side rises to compensate for this effect. According to the final fluid heights shown in the figure, find the density of the liquid added to the left chamber. Assume that the added liquid is immiscible with water. (ρwater=1000 kg/m3)
(Just Question a.) A water filled pipe has water flowing at v1= 5.90 m/s in a section of pipe where the diameter is d1= 20.2 cm and the pressure is known to be P1= 7.00×104 N/m2 above atmospheric pressure. If the pipe carries the water 3.5 meters up hill without any change in diameter, what is the new absolute pressure within the pipe? After flowing up the hill described above, the pipe narrows to 80% of its original radius, what will be the new water velocity (v2) in the pipe? What will be the absolute pressure (P3) in the smaller pipe? a. What is the volume flow rate through the smaller pipe?
Question 2 In the schematic demonstrated in the figure, a spherical gate is used to regulate the height of water in a tank. The sphere radius is 50 cm and when the water height in the tank reaches 6 m, the gate opens by turning around hinge A. Determine the total hydrostatic force applied on the sphere and its angle of action at the moment that the gate is about to open. h=6 m R=50cm
Water fills the pipe AB such that the absolute pressure at A is 450 kPa . The inner diameter of the pipe is 55 mm . The density of the water is 1000 kg/m³. Acceleration due to gravity is 9.81 m/s². (Figure 1) Figure B 0.3 m 0.4 m If the atmospheric pressure is 101 kPa, determine the resultant force the water and surrounding air exert on the cap at B. Express your answer to three significant figures and include the appropriate units.
Please solve this question handwriting
Open tank (4 m long, 3 m height and 3 m wide) contains liquid (S-0.8) to height 1.5 m. If this tank is accelerated along its length on a horizontal truck at a constant value of 2.5 m/s², determine pressure at the bottom of the tank at front and rear edges (in kN/m?). (take y-9.8 kN/m³ for water)
Very small pressure differences p A -p B can be measuredaccurately by the two-fluid differential manometerin Fig. . Density ρ 2 is only slightly larger than thatof the upper fluid ρ 1 . Derive an expression for the proportionalitybetween h and p A - p B if the reservoirs arevery large.

SEE MORE QUESTIONS

Recommended textbooks for you

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Control Systems Engineering

Mechanical Engineering

ISBN:

9781118170519

Author:

Norman S. Nise

Publisher:

WILEY

Mechanics of Materials (MindTap Course List)

Mechanical Engineering

ISBN:

9781337093347

Author:

Barry J. Goodno, James M. Gere

Publisher:

Cengage Learning

Engineering Mechanics: Statics

Mechanical Engineering

ISBN:

9781118807330

Author:

James L. Meriam, L. G. Kraige, J. N. Bolton

Publisher:

WILEY

SEE MORE TEXTBOOKS