A rectangular tank 6 m long, 3 m wide and 2m deep contains water to a depth of 1 m. It is accelerated horizontally at 2.5 m/s2 in the direction of its length. A. Determine the net force due to water acting on each end of tank. B. Determine the minumum pressure intensities at bottom C. Determine the slope of the free surface

A rectangular tank 6 m long, 3 m wide and 2m deep contains water to a depth of 1 m. It is accelerated horizontally at 2.5 m/s2 in the direction of its length. A. Determine the net force due to water acting on each end of tank. B. Determine the minumum pressure intensities at bottom C. Determine the slope of the free surface

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

See similar textbooks

Similar questions

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 decelrates at 4 m/s^2.
A parabolic gate AB is 7 meters perpendicular . Determine the following : 1. Compute the horizontal component of the hydrostatic force acting on gate AB. 2. Compute the vertical component of the hydrostatic force acting on the gate AB. 3. Compute the force at A that is required to prevent rotation about the hinged at B. Note: Always consider the height of the water when determining the pressure .
The crest gate on the dam (refer to figure) forms the arc of a circle of 3m radius subtending 45° at the hinge. The gate is 3m long. With water surface at as shown, compute the amount and location of horizontal and vertical components of hydrostatic pressure on the gate.
Determine the width of a vertical rectangular gate 8.5 m high is submerged in water with its top edge being 3.87 m below the water surface. The total pressure that acts on one side of the gate is 712.4 KN.
An open horizontal tank 3 m high, 3.6 m wide and 5.1 m long is initially filled at 2 m of water. A. Determine the required acceleration in m/s2 so that no water will be spilled? B. Determine the required acceleration in m/s2 so that 1/3 of the initial volume of water will be spilled C. Determine the remaining volume in cu.m if it accelerated at 7 m/s^2D. Determine the minimum hydrostatic force in kN at the side of the tank if 2/3 of the initial volume will be spilled E. Determine the maximum hydrostatic force in kN at the side of the tank if it accelerates at 3 m/s^2
Determine the total pressure in kN on a plane rectangular surface of 1 m wide and 3 m deep when its upper edge is horizontal and coincides with water surface. a. 121.45 b. 103.0 c. 59.34 d. 44.14
A circular door having a diam. of 3m closes a horizontal duct from a small diam. as shown. The center of the door is 4.5m below the dam’s water level. Assuming the unit weight of water is 9.79 kN/m3. Compute the hydrostatic force acting on the door.
If a container containing water 0.50m deep is carried inside an elevator that accelerates at 2m/s2 evaluate the pressure, in kPa, exerted by the water at the base of the container if the elevator is travelling downward.
Determine the width of a vertical rectangular gate 5.3 m high is submerged in water with its top edge being 8,256 mm below the water surface. The total pressure that acts on one side of the gate is 548.63 kN.
An inclined rectangular sluice gate AB 1.2 m by 5 m size as shown in Fig. 2 is installed to control the discharge of water. The end A is hinged. Compute the total pressure, center of pressure and the force normal to the gate applied at B to open it.
Ql: in Figure below find the resultant pressure force and the depth of the c:entre of pressure on the cylinder gate of diameter 4 ft which has a circular hole of 0.9 ft diameter located above the centre of the main gate by I ft.
Determine the pressure difference between points A and B in (Pa).