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Basics of Fluid Mechanics, 2014a

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4.5. FLUID FORCES ON SURFACES 101<br />

The liquid total moment on the gate is<br />

M =<br />

∫ b<br />

0<br />

gρ(l + ξ) sin βadξ(l + ξ)<br />

The integral can be simplified as<br />

∫ b<br />

M = gaρ sin β (l + ξ) 2 dξ (4.106)<br />

0<br />

The solution <strong>of</strong> the above integral is<br />

( 3 bl 2 +3b 2 l + b 3 )<br />

M = gρa sin β<br />

3<br />

This value provides the moment that F 1 and F 2 should extract. Additional equation is<br />

needed. It is the total force, which is<br />

F total =<br />

The total force integration provides<br />

F total = gρa sin β<br />

∫ b<br />

0<br />

∫ b<br />

0<br />

gρ(l + ξ) sin βadξ<br />

( ) 2 bl+ b<br />

2<br />

(l + ξ)dξ = gρa sin β<br />

2<br />

The forces on the gate have to provide<br />

( ) 2 bl+ b<br />

2<br />

F 1 + F 2 = gρa sin β<br />

2<br />

Additionally, the moment <strong>of</strong> forces around point “O” is<br />

( 3 bl 2 +3b 2 l + b 3 )<br />

F 1 l + F 2 (l + b) =gρa sin β<br />

3<br />

The solution <strong>of</strong> these equations is<br />

F 1 =<br />

(3 l + b) abgρ sin β<br />

6<br />

F 2 =<br />

(3 l +2b) abgρ sin β<br />

6<br />

The above calculations are time consuming<br />

and engineers always try to make<br />

life simpler. Looking at the above calculations,<br />

it can be observed that there is<br />

a moment <strong>of</strong> area in equation (4.106) and<br />

End Solution<br />

β<br />

ξ<br />

"O"<br />

ξ<br />

ξ<br />

l0<br />

l1<br />

dξ<br />

Fig. -4.21. Schematic <strong>of</strong> submerged area to<br />

explain the center forces and moments.

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