A tank of water has a gate in its vertical wall 6 m high and 3 m wide. The top edge of the gate is 2 m below the surface. What is the hydrostatic force on the gate?
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- A door in the side of a tank is 3.1 m wide and 5.2 m high, the tank is filled to the top of the door with water of density 1000kg/m3. What is the force on the door in N?A swimming pool is filled with 2 m of water. Its bottom is square and measures 4 m on a side. Two opposite sides are vertical; one end is at 45° and the other makes an angle of 60° with the horizontal. Calculate the force of the water on (a) the bottom, (b) a vertical side, (c) the 45° end, and (d) the 60° end. Use the hydrostatic equation.5m water gate Mercury (SG = 13.6) Shown is a 60cm square gate in the side of the tank containing mercury and water. The interface surface of the mercury is exactly at the middle of the gate as shown. Find the magnitude of the total hydrostatic force acting on the gate.
- A rectangular gate which is inclined 90-degrees with respect to the horizontal and has a 4.4 m width and 15.1 m height, is being submerged in water with its top edge is 3.1 m above the water surface. Find the induced total hydrostatic force(in kN) on one side of the gate.Q.1: An inclined, circular gate with water on one side is shown in the figure below. Determine the total hydrostatic force acting on the gate and the location of the center of pressure. Water surface 1.5 m 60 Gate Side view Gate Top 1 m view Q.2: In the figure shows a curved surface LM, which is in the form of a quadrant of a circle of radius (2.4 m), immersed in the water. If the width of the gate is unity, calculate the horizontal and vertical components of the total force acting on the curved surface. Free water surface 1.2 m 2.4 m TTTTTTTM Curved surface2. A vertical rectangular gate 1.75 m wide and 2.75 m high is submerged in water with the top edge 1.75 m below the water surface. Find the total pressure acting on one side of the gate and its location from the bottom.
- 3- Find the total pressure and position of center of pressure FREE WATER SURFACE on a triangular plate of base 2 m and height 3 m which is 60 2.5 immersed in water in such a way that the plane of the plate h* -2 makes an angle of 60 with the free surface of the water. 3r The base of the plate is parallel to water surface and at a depth of 2.5 m from water surface.1. Hydrostatic Force on Plane Surface. An open rectangular tank is 6 m high and has a square base 4 m on a side. If the tank is half-filled with fresh water (density is 1000 kg/m'), determine (a) the total hydrostatic force on a vertical side, in kN and (b) the location of the center of pressure as measured from the liquid surface, in cm. Draw the side view of tank showing the hydrostatic force F and the distance, yp. Is I + Ad a. Magnitude: F = yh,A b.Direction: Perpendicular to the Area c. Location: y, === S.ВЗ. A circular plate of diameter 3 m is vertically placed in water in such a way that the centre of the plate is 9.4 m below the free surface of water. Find the total pressure & center pressure on the plate. Draw the diagram neatly. Total Pressure on the circular plate (in N) Centre of Pressure on the circular plate (in m)
- B3. A rectangular plate of width 45 mm, depth =60 mm is vertically placed in water in such a way that the centre of the plate is 3.25 m below the free surface of water. Draw the diagram neatly. Find the total pressure & center pressure on the plate. Total Pressure on the circular plate (in N) Centre of Pressure on the circular plate (in m)A rectangular gate which is inclined 90-degrees with respect to the horizontal and has a 3.5 m width and 17.0 m height, is being submerged in water with its top edge is 4.4 m above the water surface. Find the induced total hydrostatic force(in kN) on one side of the gate. Answer in two decimal places. Numerical values only. Don't indicate units here, just on the submitted solution.SHEET A vertical triangular gate with water on one side is shown in fig. (2.1). find the total resultant force acting on the gate and locate the center of pressure. hi 3m Im I m 12m- Figure (2.1)