A swimming pool is 50 ft wide and 100 ft long and its bottom is an inclined plane, the shallow end having a depth of 4 ft and the deep end, 10 ft.

Assume the pool is full of water. (Round your answers to the nearest whole number. Recall that the weight density of water is 62.5 lb/ft
3
.)

a) Estimate the hydrostatic force on the shallow end.
b) Estimate the hydrostatic force on the deep end.
c) Estimate the hydrostatic force on one of the sides.
d) Estimate the hydrostatic force on the bottom of the pool.

Respuesta :

Explanation:

We define force as the product of mass and acceleration.

F = ma

It means that the object has zero net force when it is in rest state or it when it has no acceleration. However in the case of liquids. just like the above mentioned case, the water is at rest but it is still exerting a pressure on the walls of the swimming pool. That pressure exerted by the liquids in their rest state is known as hydro static force.

Given Data:

Width of the pool = w = 50 ft

length of the pool = l= 100 ft

Depth of the shallow end = h(s) = 4 ft

Depth of the deep end = h(d) = 10 ft.

weight density = ρg = 62.5 lb/ft

Solution:

a) Force on a shallow end:

[tex]F = \frac{pgwh}{2} (2x_{1}+h)[/tex]

[tex]F = \frac{(62.5)(50)(4)}{2}(2(0)+4)[/tex]

[tex]F = 25000 lb[/tex]

b) Force on deep end:

[tex]F = \frac{pgwh}{2} (2x_{1}+h)[/tex]

[tex]F = \frac{(62.5)(50)(10)}{2} (2(0)+10)[/tex]

[tex]F = 187500 lb[/tex]

c) Force on one of the sides:

As it is mentioned in the question that the bottom of the swimming pool is an inclined plane so sum of the forces on the rectangular part and triangular part will give us the force on one of the sides of the pool.

1) Force on the Rectangular part:

[tex]F = \frac{pg(l.h)}{2}(2(x_{1} )+ h)[/tex]

[tex]x_{1} = 0\\h_{s} = 4ft[/tex]

[tex]F = \frac{(62.5)(100)(2)}{2}(2(0)+4)[/tex]

[tex]F =25000lb[/tex]

2) Force on the triangular part:

[tex]F = \frac{pg(l.h)}{6} (3x_{1} +2h)[/tex]

here

h = h(d) - h(s)

h = 10-4

h = 6ft

[tex]x_{1} = 4ft\\[/tex]

[tex]F = \frac{62.5 (100)(6)}{6} (3(4)+2(6))[/tex]

[tex]F = 150000 lb[/tex]

now add both of these forces,

F = 25000lb + 150000lb

F = 175000lb

d) Force on the bottom:

[tex]F = \frac{pgw\sqrt{l^{2} + ((h_{d}) - h(s)) } (h_{d}+h_{s}) }{2}[/tex]

[tex]F = \frac{62.5(50)\sqrt{100^{2}(10-4) } (10+4) }{2}[/tex]

[tex]F = 2187937.5 lb[/tex]