The Deligne Dam on the Cayley River is built so that the wall facing the water is shaped like the regionabove the curve y0.4x2 and below the line y :240. (Here, distances are measured in meters.) Thewater level is 32 meters below the top of the dam. Find the force (in Newtons) exerted on the dam bykgmwater pressure. (Water has a density of 1000-and the acceleration of gravity is 9.8-.)m3sec?

The force exerted on the dam by water pressure is 5.156 x 109 N.

The Deligne Dam on the Cayley River is built so that the wall facing the water is shaped like the region above the curve y water level is 32 meters below the top of the dam. Find the force (in Newtons) exerted on the dam by 0.4x and below the line Y 240. (Here, distances are measured in meters.) The kg m3 and the acceleration of gravity is 9.8- water pressure. (Water has a density of 1000- m .) sec2

The Deligne Dam on the Cayley River is built so that the wall facing the water is shaped like the region above the curve y water level is 32 meters below the top of the dam. Find the force (in Newtons) exerted on the dam by 0.4x and below the line Y 240. (Here, distances are measured in meters.) The kg m3 and the acceleration of gravity is 9.8- water pressure. (Water has a density of 1000- m .) sec2

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

The three reservoirs system contains water. If L1 = 2000 m, f 1= 0.013, D1 = 1m; L2 = 2300 m, f2 = 0.02, D2 = 0.60m; and L3 = 2500 m, f = 0.023, D3 = 1.20m. Compute Q3 in m3/s.
The discharge of water through a pipe of diameter 40 cm is 400 litres/s. If the pipe is bend by 135", find the magnitude and direction of the resultant force on the bend. The pressure of flowing water is 29.43 N/cm²
A gate rotates at point A and releases water when the water's depth, d, exceeds a certain value. The gate's width (perpendicular to the image) is b = 2.95 ft, the water's depth is d = 4.82 ft, and point A is located at h = 2.41 ft. a) What is F, the magnitude of the horizontal force exerted on the gate by the water? The water's specific weight is γw=62.4lb/ft3. b) What are Ax and Bx, the horizontal reaction forces at points A and B that act on the gate from Part A. c) What is dmax, the water's maximum depth before the pressure causes the gate from part A to open?
An open vessel of water accelerates up to a 30ᵒ plane at 2 m/s². a). What is the angle the water surface makes with the horizontal? B). If the angle mage by the water surface to the horizontal is increased to 25.21ᵒ, what will be the depth of water at the rear side of the vessel, if the initial depth of water at the rear side is 4m and the front is 2m before accelerating? The vessel has a length of 4m and 2m width. C). If the vessel’s depth at the rear side is 5m, what will be the volume spilled if the acceleration is increased to 15m/s²?
A ship arrives at the mouth of a river in water of density 1016 kg per cu. m with a freeboard of ‘S’ m. She then discharges 150 tonnes of cargo, and proceeds up river to a second port, consuming 14 tonnes of bunkers. When she arrives at the second port the freeboard is again ‘S’ m, the density of the water being 1004 kg per cu. m. Find the ship’s displacement on arrival at the second port. Kindly ahow the step by step solution and careful with the units. Thank you!!!
Water flows in a channel with uniform curvature ?. The channel has height ℎ = 5 mm and width ? = 190 mm (normal to the drawing plane). The curved part of the channel has a length of ? = 100 mm in the ?-direction. You can assume that the channel height is very small compared to the curvature radius.Neglect effects of gravity. a) Assuming that the pressure is uniform on each of the channel walls, determine the pressure difference between the upper and lower wall that is needed if the required net force on the two walls is 2000 N pointing downward (in the negative ?-direction).Use a sign convention that a positive pressure difference or gradient means the pressure at the higher ?-position is higher. b) Your team agree that, from experience, the average velocity of the fluid is ?= 53 m/s. Assuming that the velocity is uniform across the channel, and neglecting gravitational effects, determine the curvature ?required to generate this force with this flow velocity. Use a sign convention that…
The pressure in a water tower is 27,030 Pascals (N / (m ^ 2)) higher than at an open faucet. The density of water is 1000Kg / (m ^ 3). Use Bernoulli's equation to determine the velocity of outflow from the open faucet. the height difference between the top water level in the tower and the faucet is 9 meters, then the velocity of outflow is
The face of a dam is a vertical rectangle of height 100 ft and width 200 ft (Figure 6.8.5a). Find the total fluid force exerted on the face when the water surface is level with the top of the dam.
An orifice having an area of 0.0003 m² is located on the vertical side of a tank. The tank has a constant cross sectional area of 0.40 m². It takes 312 seconds to lower the head from 1.20 m to 0.60 m. Using c=0.60, which of the following most nearly gives the head in meter after 240 seconds from an initial head of 1.20m?
plzzzzzzz help What is the minimum Block mass (kg) that is required to open the gate A-B? The density of water is 1000 kg/m3 and the density of the block is 8000 kg/m3. The specific gravity of oil is 0.9. The depth of the gate is not required. The external force that effects the gate at point A is Fe=3000 N, while the hydrostatic force Fh=9313.8 N
1. If the pressure 4 m below the free surface is 150 kPa, calculate its specific weight and specific gravity. fluid mechanics
Shown below is the water jet flow from a pressurized closed tank. The vertical distance between free surface and the jet nozzle is . The vertical distance between the highest point of the water jet and the jet nozzle is . The flow is steady and no energy loss is involved. The acceleration due to gravity is . The water's specific gravity is . Find the pressure at point 1________ A. -19.62 kPa (gage) B. -19.62 kPa (absolute) C. 19.62 kPa (absolute) D. 19.62 kPa (gage)