Solved the problem. For this analysis the gate was divided into two parts.The curved top
part and bottom vertical part.
Fluid Dynamics b. A gate of negligible weight is used to hold back water in a...
2 6 h 2.. The gate shown in the figure below is used to hold back water in a channel. Given that h 6 m and that the gate has negligible weight, determine the magnitude and location of the horizontal and vertical components of the force due to the water on the gate, per meter of its length. (The density of the water is 1000 kg/m2)
The rigid gate, OAB, in Figure is
hinged at O and rests against a
rigid support at B. What is the
minimum horizontal force, P, is
required to hold the gate closed
if its width is 4 m? Neglect the
weight of the gate and friction in
the hinge The back of the gate is
exposed to the atmosphere.
A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure below. The gate is hinged along its top edge and is held in position by the force P. Friction at the hinge and the weight of the gate can be neglected. Determine the required value of P. Water 29 ft Hinge Gate 60° lb
A rectangular gate having a width of 4 ft is located in the...
The rigid gate, OAB, of Fig. P11.23 is hinged at O and rests against a rigid support at B. What minimum horizontal force, P, is required to hold the gate closed if its width is 3 m? Neglect the weight of the gate and friction in the hinge. The back of the gate is exposed to the atmosphere.
The aft width gate with water depth 5ft as shown in figure (1) The arm is Pivoted at he hinge 0 and the gate is held in place by the counte weight W. Determine the required mass to equilibrium gate Gate water 154 Pivot of width=uft eft
Quiz: FLUD2005- Fluid Mechan Question 3 20 pts A 5m-wide rectangular gate as shown in the photo blocks a 7m-high water channel flowing into the Lichtenburg village. A side view, schematic diagram, of the system is inserted. The gate is hinged about a horizontal wooden beam placed across the channel. It is restrained from opening by a fixed concrete stopper, which applies a force of 850 KN to the gate. Determine the total height of the gate. [Use density of...
correct answer please
A plane gate of uniform thickness holds back a depth of water as shown. Find the minimum weight needed to keep the gate closed. 30 -0.483 m Water w=0.532 m 1523.21 The gate shown is hinged at . The gate is 3 m wide normal to the plane of the diagram. Calculate the force required at A to hold the gate closed. 0.69 m 2.0 m Water 135.093
Problem 3: A plane gate of uniform thickness holds back a depth of water as shown in the figure. The gate thickness is 2 m, the length L is equal to 3 m, and the angle 0 equals 30°. Determine a. The average pressure on the gate. b. The hydrostatic force F applied to the gate and its components, vertical and horizontal c. Determine the volume of the "missing water" above the gate. What do you fincd interesting about this...
QUESTION 3 Figure below indicated that a plug with cone shape used to plugged a hole of 45 cm radius at one side of a tank that containing X fluid (SG-0.8). The cone is 1.5 m height and I.I m bottom diameter. Depth of cone center point to the surface liquid is 10m. a) Draw the distribution of pressure onto the plug b) Determine the force acts onto the plug Cone 10 m QUESTION 4 Figure below shows a water...
For the gate shown in fig determine a) the horizontal force and its location b) the vertical force and its location c) the horizontal force F necessary to keep the gate closed knowing that it weighs 500 N and its center of gravity G is 20 cm to the left of the hinge. The gate measures 1.2 m width, with radius R = 40 cm, S = 6 for the manometric fluid.