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1. The width y of a flood defence gate is 6 m and the profile is given by z 3x as shown in Figure...
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into...
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into the paper, hinged at A, and resting on a smooth bottom at B. All fluids are at 200 C. a) If the moment about the centre of gravity of a submerged plate at an angle e is defined as FYCP = Then show that this moment is given by [5marks] [3 marks b) Draw a diagram with all forces acting on the gate AB...
(1 point) F. The gate shown in the figure is pinned at point A and prevents...
(1 point) F. The gate shown in the figure is pinned at point A and prevents liquid from escaping the fluid region. The liquid depth H 13.25 m, the gate length L 4.3 m, the gate width into the page W-9.3 m, and the gate is oriented at an angle θ 49.5° above the horizontal plane. If the liquid in the fluid region is water at a temperature of 20°C, determine the force Fr delivered by the stop. Fz MN
Consider the gate shown in (Figure 1). The gate has a width of 1 m. pw...
Consider the gate shown in (Figure 1). The gate has a width of 1 m. pw = 1.0 Mg/m Suppose that a = 2.5 m, b= 2 m. c= 1.2 m Part A Determine the magnitude of the resultant force acting on the gate ABC due to hydrostatic pressure. Express your answer to three significant figures and include the appropriate units. MÅN O ? Figure FR = Value Units < 1 of 1 > Submit Request Answer < Return to...
The aft width gate with water depth 5ft as shown in figure (1) The arm is...
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
An inclined circular gate controls the flow of water across a storage structure (see Figure 1)....
An inclined circular gate controls the flow of water across a
storage structure (see Figure 1). The gate is 1.0
m in diameter with water on one side. Determine:
the total resultant force acting on the gate
the location of the center of pressure
the resisting moment at the pivot or hinge (if located at
the upper edge of the gate).
Question 1 An inclined circular gate controls flow of water across a storage structure (see Figure 1). The gate...
A 3-m diameter roller gate retains water on both sides of a dam crest as shown below. Axes (x,y) are given in the diagram to indicate the convention for positive values. The origin of your coordinate...
A 3-m diameter roller gate retains water on both sides of a dam crest as shown below. Axes (x,y) are given in the diagram to indicate the convention for positive values. The origin of your coordinate system (O) is at the base of the roller gate where it contacts the dam. Indicate direction of Forces either with an arrow, writing the direction (ie. Right/left or up/down) or +/- sign indicating what way is positive based on the axes definition given....
a) The horizontal force(s) (direction and magnitude) acting on the gate per unit width and draw the pressure distribution diagram(s) [6 marks] b) The vertical force(s) acting on the gate per unit wid...
a) The horizontal force(s) (direction and magnitude) acting on
the gate per unit width and draw the pressure distribution
diagram(s) [6 marks] b) The vertical force(s) acting on the gate
per unit width (Include direction and magnitude). [6 marks] c) If
the gate is 5 m long (into the page), calculate the magnitude,
direction and angle of the resultant hydrostatic force acting on
the gate. [7 marks] d) The net horizontal force acting on the dam
per unit width. Include...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 m...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790 N/m3 Note: for the centroid and moment of inertial of the semicircle refer to Appendix L in your text book 5 m Water Gate: 3 m Side view Figure 2
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790...
Q1) Figure below indicates a rectangular channel connecting two reservoirs. The ch 385.88 m at the...
Q1) Figure below indicates a rectangular channel connecting two reservoirs. The ch 385.88 m at the 1.22 m. The upstream gate is open by 61 cm. Thus, water is released to the channel at a rate of 15 cms l consists of rent properties given in the table below. The water surfaces locate at elevations 388 3) thre upstream and downstream reservoirs, respectively. The depth at the upstream a) Determine normal and critical depths in each reach. Classify the reaches...
Question 6 A concrete-lined trapezoidal channel with uniform flow has a normal depth of 1.5 m. The base width is 4 m and the side slopes are equal at 1 vertical to 2 horizontal. Mannin‘s n-0015....
Question 6 A concrete-lined trapezoidal channel with uniform flow has a normal depth of 1.5 m. The base width is 4 m and the side slopes are equal at 1 vertical to 2 horizontal. Mannin‘s n-0015. The bed slope 0.001 Compute the mean velocity and discharge. If the above channel were to be designed for flooding, it may have a section like in Figure below 8 m 8 m 4 m When the flow goes over the top of the...
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into the paper, hinged at A, and resting on a smooth bottom at B. All fluids are at 200 C. a) If the moment about the centre of gravity of a submerged plate at an angle e is defined as FYCP = Then show that this moment is given by [5marks] [3 marks b) Draw a diagram with all forces acting on the gate AB...
(1 point) F. The gate shown in the figure is pinned at point A and prevents liquid from escaping the fluid region. The liquid depth H 13.25 m, the gate length L 4.3 m, the gate width into the page W-9.3 m, and the gate is oriented at an angle θ 49.5° above the horizontal plane. If the liquid in the fluid region is water at a temperature of 20°C, determine the force Fr delivered by the stop. Fz MN
Consider the gate shown in (Figure 1). The gate has a width of 1 m. pw = 1.0 Mg/m Suppose that a = 2.5 m, b= 2 m. c= 1.2 m Part A Determine the magnitude of the resultant force acting on the gate ABC due to hydrostatic pressure. Express your answer to three significant figures and include the appropriate units. MÅN O ? Figure FR = Value Units < 1 of 1 > Submit Request Answer < Return to...
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
An inclined circular gate controls the flow of water across a
storage structure (see Figure 1). The gate is 1.0
m in diameter with water on one side. Determine:
the total resultant force acting on the gate
the location of the center of pressure
the resisting moment at the pivot or hinge (if located at
the upper edge of the gate).
Question 1 An inclined circular gate controls flow of water across a storage structure (see Figure 1). The gate...
A 3-m diameter roller gate retains water on both sides of a dam crest as shown below. Axes (x,y) are given in the diagram to indicate the convention for positive values. The origin of your coordinate system (O) is at the base of the roller gate where it contacts the dam. Indicate direction of Forces either with an arrow, writing the direction (ie. Right/left or up/down) or +/- sign indicating what way is positive based on the axes definition given....
a) The horizontal force(s) (direction and magnitude) acting on
the gate per unit width and draw the pressure distribution
diagram(s) [6 marks] b) The vertical force(s) acting on the gate
per unit width (Include direction and magnitude). [6 marks] c) If
the gate is 5 m long (into the page), calculate the magnitude,
direction and angle of the resultant hydrostatic force acting on
the gate. [7 marks] d) The net horizontal force acting on the dam
per unit width. Include...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790 N/m3 Note: for the centroid and moment of inertial of the semicircle refer to Appendix L in your text book 5 m Water Gate: 3 m Side view Figure 2
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790...
Q1) Figure below indicates a rectangular channel connecting two reservoirs. The ch 385.88 m at the 1.22 m. The upstream gate is open by 61 cm. Thus, water is released to the channel at a rate of 15 cms l consists of rent properties given in the table below. The water surfaces locate at elevations 388 3) thre upstream and downstream reservoirs, respectively. The depth at the upstream a) Determine normal and critical depths in each reach. Classify the reaches...
Question 6 A concrete-lined trapezoidal channel with uniform flow has a normal depth of 1.5 m. The base width is 4 m and the side slopes are equal at 1 vertical to 2 horizontal. Mannin‘s n-0015. The bed slope 0.001 Compute the mean velocity and discharge. If the above channel were to be designed for flooding, it may have a section like in Figure below 8 m 8 m 4 m When the flow goes over the top of the...
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