To find the theoretical and actual center of pressure on partially submerged plane area / surface.
APPARATUS:
Hydrostatic pressure Apparatus, weights
PROCEDURE:
- First level the hydrostatic pressure apparatus with the help of leveling screws looking to the spirit level.
- Make the beam and quadrant balance by the adjusting the counter weight so that pointer concedes the balancing mark.
- Add the weight in the weight pan, will un balance the beam.
- Add water to the tank containing quadrant, till the beam again comes to the balance position.
- Note the loads/ weights added, and level of water “r” which exerts hydrostatic pressure on the plane area.
- Measure the width of the plane area “B”, and the moment arm of the weight pan about the pivot of the beam.
- Repeat the experiment by adding more weights and following the same procedure.
Theoretical Center of Pressure = Hp= 2/3r
+ q (q = 20- r)
Actual Center
of Pressure = (P x W)/Fr
P= Moment arm
Fr= resultant Force
Fr= ½ γw r2 B
γw = 9.81 KN/m3
DIAGRAMMATICALLY REPRESENTATION :
OBSERVATION & CALCULATION:
Distance From the pivot = P= 27.2 cm
Width of the plane area of quadrant = B= 7.5 cm
Unit weight of water = γw = 9.81KN/m3=62.4lb/ft3
g = 9.81 m/s2 = 32.2 ft/s2
S.no
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Mass (g)
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Weight(N)
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Water Level
“r” (cm)
|
Distance of
water level from the pivot “q”
|
Resultant
Force (N)
Fr=
½ γw r2 B
|
Actual
Position
Hp=(P
x W)/Fr
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Theoretical
Position = Hp= 2/3r + q
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