Question 2.29: A sloping plane with a width of 8ft and a height of 10 ft is...

A sloping plane with a width of 8ft and a height of 10 ft is submerged at a depth of 6 ft in a tank of water and is subjected to a gage pressure of 14 psi, making an 40^{\circ } angle with the horizontal, as illustrated in Figure EP 2.29. (a) Determine the magnitude of the resultant hydrostatic force acting on the sloping plane. (b) Determine the location of the resultant hydrostatic force acting on the sloping plane.

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(a) The magnitude of the hydrostatic resultant force acting on the sloping plane is determined by applying Equation 2.171 F= \int{pdA} =\int_{0}^{L}{(\gamma h(y)+ p_{g})(wdy)} =\int_{0}^{L}{(\gamma (y_{o}+ y)\sin \alpha +p_{g} )(wdy)} , integrating over the length of the sloping planar gate using the top of the plane as a reference point for integration as follows:

W:= 8 ft                   L: 10 ft                 A:=w.L = 80 ft^{2}                 h_{o} := 6 ft

\alpha := 40 deg             y_{o}: = \frac{ h_{o}}{\sin (\alpha )} =9.334 ft           h(y):= (y_{o}+y) \sin (\alpha )

p_{g} :=14 \frac{Ib}{in^{2} } \frac{(12in)^{2} }{(1in)^{2}} =2.016 \times 10^{3} \frac{Ib}{ft^{2} }                 \gamma :=62.417 \frac{Ib}{ft^{3} }
F:= \int_{0}^{L}{(\gamma .h(y)+ p_{g}).wdy} =207288 Ib

Alternatively, the magnitude of the hydrostatic force acting on the sloping plane may be determined by applying Equation 2.172 F= (p_{ca}+p_{g})A=(\gamma h_{ca}+p_{g})A=(\gamma ( y_{o} + y_{ca})\sin \alpha + p_{g})A= (\gamma ( y_{o} + L/2)\sin \alpha + p_{g})(wL) as follows:

y_{ca}:= \frac{L}{2} =5 ft                                     h(ca):= y_{o}+ y _{ca} \sin (\alpha )= 9.214 ft
F:= (\gamma .h(ca)+ p_{g} ).A=2.073 \times 10^{5} Ib

(b) The location of the resultant hydrostatic force acting on the sloping plane is determined by applying Equation 2.174 y_{f} = \frac{M}{F} as follows:

y_{F}:= \frac{\int_{0}^{L}{y.(\gamma .h(y)+ p_{g}).wdy} }{\int_{0}^{L}{(\gamma .h(y) + p_{g} ).wdy} } =5.129 ft               h(F):= y_{o}+ y_{F} \sin (\alpha ) =9.297 ft

Alternatively, the location of the resultant force acting determined by applying Equation 2.177 z_{F} = \frac{\gamma (I_{x-ca}+ A z^{2}_{ca} )\sin \alpha + p_{g} z_{ca}A}{(\gamma ( z_{ca} \sin \alpha)+ p_{g})A}= \frac{\gamma (wL^{3}/12 +wl (y_{o}+L/2 )^{2})\sin \alpha + p_{g}(y_{o}+L/2 )(wL)}{(\gamma (y_{o}+L/2 )\sin \alpha+ p_{g} )(wL)} as follows:

I_{xca} := \frac{w. L^{3} }{12} =666.667 ft^{4}                           z(ca):= ( y_{o}+ y_{ca} )=14.334 ft
z(F):= \frac{\gamma .(I_{xca} +A. z^{2}_{ca} ) \sin (\alpha ) + p_{g}. z(ca).A}{[\gamma (z(ca) \sin (\alpha )) + p_{g}].A} = 14.463 ft
y(F):= z(F)- y_{o}=5.129 ft                       h(F):= z(F) \sin (\alpha )= 9.297 ft

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