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Fluid Mechanics-2 (lab)
Presentation on Experiment No: 7
To find actual and theoretical center of pressure on vertical partially submerged surface
Name: Muhammad Ehtisham Arshad
Reg NO: 18pwciv5189
Class No : 224
Section : A
Course Instructor: Engr Haleema Attaullah
Department : Civil Engineering UET Peshawar
Objective
The objectives of this experiment are
 To determine the hydrostatic force due to water acting on a partially submerged surface.
 To determine and compare, both experimentally and theoretically, the center of pressure (Note w.t.r to Pivot point in this apparatus).
Hydrostatic force:
It is the resultant force caused by the pressure loading of a liquid acting on submerged surfaces.
Mathematicaly: F=
1
2
ρ𝑔𝑏𝑑
Where
ρ : density of fluid g : acceleration due to gravity
b : width of the quadrant face d= height of the quadrant face
Centre of Pressure:
The center of pressure is a point on the immersed surface at which the resultant hydrostatic pressure force acts.
Note:
The center of pressure (x',y') is always lower than the centroid of area except for horizontal surfaces.
2
Practical Application:
The location and magnitude of water pressure force acting on water-control structure such as dams,
flood protection walls, and gates, are very important to their structural design.
Apparatus:
 Hydrostatic Pressure Apparatus
 Jug
 Calipers or rulers, for measuring the actual dimensions of the quadrant.
 Weights
EQUIPMENT DESCRIPTION:
The equipment is comprised of a rectangular transparent water tank, a fabricated quadrant,
a balance arm & an adjustable counter-balance weight.
The water tank has a drain valve at one end and three adjustable screws in feet on its base
for leveling the apparatus. The quadrant is mounted on a balance arm that pivots on knife
edges. The knife edges coincide with the center of the arc of the quadrant therefore, the
only hydrostatic force acting on the vertical surface of the quadrant creates moment about
the pivot point. This moment can be counterbalanced by adding weight to the weight
hanger, which is located at the left end of the balance arm, at a fixed distance from the
pivot. Since the line of actions of hydrostatic forces applied on the curved surfaces passes
through the pivot point, the forces have no effect on the moment. The hydrostatic force and
its line of action (center of pressure) can be determined for different water depths, with the
quadrant’s vertical face either partially submerged.
A level indicator attached to the side of the tank shows when the balance arm is horizontal.
Water is admitted to the top of the tank by a flexible tube and may be drained through a
cock in the side of the tank. The water level is indicated on a scale on the side of the
quadrant.
Method:
In this experiment, the hydrostatic force and center of pressure acting on a vertical surface will be
determined by increasing the water depth in the water tank and by reaching an equilibrium condition
between the moments acting on the balance arm of the test apparatus. The forces which create these
moments are the weight applied to the balance arm and the hydrostatic force on the vertical surface.
See figure:
EXPERIMENTAL PROCEDURE:
Begin the experiment by measuring the dimensions of the quadrant vertical end face (B and D) and the distances
(H and L), and then perform the experiment by taking the following steps:
 Wipe the quadrant with a wet rag to remove surface tension and prevent air bubbles from forming.
 Place the apparatus on a level surface, and adjust the screwed-in feet until the built-in circular spirit level
indicates that the base is horizontal. (The bubble should appear in the center of the spirit level.).
 Position the balance arm on the knife edges and check that the arm swings freely.
 Place the weight hanger on the end of the balance arm and level the arm, using the counter weight, so that the
balance arm is horizontal.
 Add 50 grams to the weight hanger.
 Add water to the tank and allow time for the water to settle
 Close the drain valve at the end of the tank, then slowly add water until the hydrostatic force on the end
surface of the quadrant is balanced. This can be judged by aligning the base of the balance arm with the top or
bottom of the central marking on the balance rest.
 Record the water height, which displayed on the side of the quadrant in mm. If the quadrant is partially
submerged, record the reading in the partially submerged portion of the Raw Data Table.
Observation and calculations
Observation and calculations
Result Table
Thanks

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Actual and Theoretical Centre of Pressure

  • 1.
  • 2. Fluid Mechanics-2 (lab) Presentation on Experiment No: 7 To find actual and theoretical center of pressure on vertical partially submerged surface Name: Muhammad Ehtisham Arshad Reg NO: 18pwciv5189 Class No : 224 Section : A Course Instructor: Engr Haleema Attaullah Department : Civil Engineering UET Peshawar
  • 3. Objective The objectives of this experiment are  To determine the hydrostatic force due to water acting on a partially submerged surface.  To determine and compare, both experimentally and theoretically, the center of pressure (Note w.t.r to Pivot point in this apparatus). Hydrostatic force: It is the resultant force caused by the pressure loading of a liquid acting on submerged surfaces. Mathematicaly: F= 1 2 ρ𝑔𝑏𝑑 Where ρ : density of fluid g : acceleration due to gravity b : width of the quadrant face d= height of the quadrant face Centre of Pressure: The center of pressure is a point on the immersed surface at which the resultant hydrostatic pressure force acts. Note: The center of pressure (x',y') is always lower than the centroid of area except for horizontal surfaces. 2
  • 4. Practical Application: The location and magnitude of water pressure force acting on water-control structure such as dams, flood protection walls, and gates, are very important to their structural design. Apparatus:  Hydrostatic Pressure Apparatus  Jug  Calipers or rulers, for measuring the actual dimensions of the quadrant.  Weights
  • 5.
  • 6. EQUIPMENT DESCRIPTION: The equipment is comprised of a rectangular transparent water tank, a fabricated quadrant, a balance arm & an adjustable counter-balance weight. The water tank has a drain valve at one end and three adjustable screws in feet on its base for leveling the apparatus. The quadrant is mounted on a balance arm that pivots on knife edges. The knife edges coincide with the center of the arc of the quadrant therefore, the only hydrostatic force acting on the vertical surface of the quadrant creates moment about the pivot point. This moment can be counterbalanced by adding weight to the weight hanger, which is located at the left end of the balance arm, at a fixed distance from the pivot. Since the line of actions of hydrostatic forces applied on the curved surfaces passes through the pivot point, the forces have no effect on the moment. The hydrostatic force and its line of action (center of pressure) can be determined for different water depths, with the quadrant’s vertical face either partially submerged. A level indicator attached to the side of the tank shows when the balance arm is horizontal. Water is admitted to the top of the tank by a flexible tube and may be drained through a cock in the side of the tank. The water level is indicated on a scale on the side of the quadrant.
  • 7. Method: In this experiment, the hydrostatic force and center of pressure acting on a vertical surface will be determined by increasing the water depth in the water tank and by reaching an equilibrium condition between the moments acting on the balance arm of the test apparatus. The forces which create these moments are the weight applied to the balance arm and the hydrostatic force on the vertical surface. See figure:
  • 8. EXPERIMENTAL PROCEDURE: Begin the experiment by measuring the dimensions of the quadrant vertical end face (B and D) and the distances (H and L), and then perform the experiment by taking the following steps:  Wipe the quadrant with a wet rag to remove surface tension and prevent air bubbles from forming.  Place the apparatus on a level surface, and adjust the screwed-in feet until the built-in circular spirit level indicates that the base is horizontal. (The bubble should appear in the center of the spirit level.).  Position the balance arm on the knife edges and check that the arm swings freely.  Place the weight hanger on the end of the balance arm and level the arm, using the counter weight, so that the balance arm is horizontal.  Add 50 grams to the weight hanger.  Add water to the tank and allow time for the water to settle  Close the drain valve at the end of the tank, then slowly add water until the hydrostatic force on the end surface of the quadrant is balanced. This can be judged by aligning the base of the balance arm with the top or bottom of the central marking on the balance rest.  Record the water height, which displayed on the side of the quadrant in mm. If the quadrant is partially submerged, record the reading in the partially submerged portion of the Raw Data Table.