Question 3.SP.7: Water and oil in an open storage tank are in contact with th......

Water and oil in an open storage tank are in contact with the end wall as shown in Fig. S3.7. (a) Find the pressure at the bottom (lowest point) of the tank caused by the liquids. Also find (b) the total force exerted on the end wall by-the liquids, and (c) the depth of its center of pressure.

S3.7
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(a)            p_{\text {bott }}=\gamma_{\text {oil }} h_{\text {oil }}+\gamma_{\text {water }} h_{\text {water }}

  \begin{aligned} & =\left(0.8 \times 62.4 \mathrm{lb} / \mathrm{ft}^3\right)(1.5 \mathrm{ft})+\left(62.4 \mathrm{lb} / \mathrm{ft}^3\right)(1.5 \mathrm{ft}) \\ & =137.3 \mathrm{lb} / \mathrm{ft}^3=0.953 \mathrm{psi}  \end{aligned}

(b) The force acting on the end consists of three components, labeled A, B, and D, on the pressure distribution sketch. Note that component B has a uniform pressure distribution, due to the oil (A) above, which acts throughout the liquid below.

As a preliminary, we note for the semicircular end area (r=1 \mathrm{ft}) that

(i) A=\pi r^{2} / 2=\pi 1^{2} / 2=1.571 \mathrm{ft}^{2};

(ii) from Appendix A, Table A.7, the centroid is 4 r / 3 \pi=0.424 \mathrm{ft} from the center of the circle, i.e., below the water top surface.

For component A, i.e., the varying oil pressure distribution on the 1.5-\mathrm{ft} height of the end wall, the centroid C of the area of application is at

h_{c}=y_{c}=0.5(1.5 \mathrm{ft})=0.75 \mathrm{ft} \text { below the free oil surface, }

so, from Eq. (3.16),

F_{A}=\gamma_{\text {oil }} h_{c} A_{\text {oil }}=(0.8 \times 62.4) 0.75(1.5 \times 2)=112.3 \mathrm{lb}

For component B, the force F_{B} on the water-wetted area of the end wall due to the uniform pressure produced by the 1.5-ft depth of oil above is

F_{B}=p A=\gamma h A=(0.8 \times 62.4) 1.5\left(\pi 1^{2} / 2\right)=117.6 \mathrm{lb}

For component D, i.e., the varying pressure distribution due to the water (only) on the water-wetted area of the end wall, the centroid C is at

\begin{gathered}h_{c}=y_{c}=0.424 \mathrm{ft} \text { below the water top surface, } \end{gathered}

so :      F_{D}=\gamma h_{c} A=62.4(0.424) \pi 1^{2} / 2=41.6 \mathrm{lb}

The total force F on the end of the tank is therefore

F=F_{A}+F_{B}+F_{D}=272 \mathrm{lb}

(c) As a preliminary to locating the center of pressure, we note that for the semicircular end area with D=2 \mathrm{ft},

(i) from Table A.7: I about the center of the circle, is I=\pi D^{4} / 128= \pi 2^{2} / 128=0.393 \mathrm{ft}^{4}, and

(ii) by the parallel axis theorem: I_{c} about the centroid, distance 0.424 \mathrm{ft} below the center of the circle, is I_{c}=I+A d^{2}=0.393+\left(\pi 1^{2} / 2\right)(0.424)^{2}=0.1098 \mathrm{ft}^{4}.

The locations of the centers of pressure, below the free oil surface, of the component forces are:

\left(y_{p}\right)_{A}=\frac{2}{3}(1.5 \mathrm{ft})=1.000 \mathrm{ft} for the varying oil pressure on the oil-wetted area, and \left.y_{p}\right)_{B}=y_{c}=1.5+0.424=1.924 \mathrm{ft} to the centroid of the water-wetted semicircular area, for the uniform pressure on this area due to 1.5 \mathrm{ft} of oil above the water; and

Eq. (3.18): \quad\left(y_{p}\right)_{D}=y_{c}+\frac{I_{c}}{y_{c} A}=0.424+\frac{0.1098}{0.424\left(\pi 1^{2} / 2\right)}=0.589 \mathrm{ft}

below the water top surface, for the varying water pressure on the water-wetted semicircular area,

=  1.5+0.589=2.09 ft below the free oil surface.

Finally,  F y_p=F_A\left(y_p\right)_A+F_B\left(y_p\right)_B+F_D\left(y_p\right)_D

\begin{aligned}& y_{p}=1.567 \mathrm{ft} \end{aligned}

 

F=\gamma h_c A        (3.16)

y_p=y_c+\frac{I_c}{y_c A}             (3.18)

 

TABLE A.7  Properties of areas
Shape Sketch Area Location of centroid    \begin{aligned} & I_c \text { or } \\  I= & I_c+A y_c^2 \end{aligned}
Rectangle   bh y_c=\frac{h}{2}  I_c=\frac{b h^3}{12} \\
Triangle \frac{b h}{2} y_c=\frac{h}{3}   I_c=\frac{b h^3}{36} \\ 
Circle \frac{\pi D^2}{4} y_c=\frac{D}{2}   I_c=\frac{\pi D^4}{64} \\ 
Semicircle \frac{\pi D^2}{8} y_c=\frac{4 r}{3 \pi}   I=\frac{\pi D^4}{128} \\
Circular sector \frac{\theta r^2}{2 } y_{\mathrm{c}}=\frac{4 r}{3 \theta} \sin \frac{\theta}{2}   I=\frac{r^4}{8}(\theta+\sin \theta) \\
Ellipse \frac{\pi b h}{4} y_c=\frac{h}{2} I_c=\frac{\pi b h^3}{64}
Semiellipse \frac{\pi b h}{4} y_c=\frac{4 h}{3 \pi}   I=\frac{\pi b h^3}{16} \\
Parabola \frac{2 b h}{3} \begin{aligned}& x_c=\frac{3 b}{8} \\& y_c=\frac{3 h}{5}\end{aligned}   I=\frac{2 b h^3}{7}

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