Fluid pressure; inclined angle

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SUMMARY

The discussion centers on calculating fluid pressure on an inclined surface submerged in water, specifically using the equation F = ∫^b_a ρ h(x) w(x) sec(θ) dx. The user seeks clarification on the role of sec(θ) in the equation and how to adjust calculations when the surface is submerged deeper. The user presents a specific problem involving a pool with varying depths and attempts to derive the total fluid pressure, ultimately arriving at an incorrect answer. Key insights include the importance of accurately applying trigonometric relationships and integrating over the correct limits.

PREREQUISITES
  • Understanding of fluid mechanics principles, particularly hydrostatic pressure.
  • Familiarity with calculus, specifically integration techniques.
  • Basic knowledge of trigonometry, especially the secant function.
  • Ability to visualize inclined planes and their geometric properties in fluid contexts.
NEXT STEPS
  • Study the derivation and application of the hydrostatic pressure formula for inclined surfaces.
  • Learn about the secant function and its implications in fluid force calculations.
  • Explore examples of fluid pressure calculations involving submerged inclined planes.
  • Review integration techniques for calculating areas and forces in fluid mechanics.
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Students and professionals in engineering, particularly those specializing in fluid mechanics, civil engineering, or any field requiring the analysis of fluid forces on submerged surfaces.

Tclack
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I can do vertically submerged fluid force problems. One portion of my book says:
If a flat surface is immersed so that it makes an angle of 0 \leq \theta \geq \frac{\pi}{2} with the vertical, then the fluid force on the surface is given by:
F=\int^b_a \rho h(x)w(x)sec\theta dx

Can someone explain exactly what the sec(theta) is giving me; how exactly this equation changing the original equation of a vertically submerged surface. I never took trig., so please dumb it down in that area



If it helps, just made a diagram. Is this the correct angle in the equation?
 

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ok I've found a good explanation here:
http://books.google.com/books?id=Mi...&resnum=6&ved=0CBUQ6AEwBQ#v=onepage&q&f=false

on page 490, now how does it change if we submerge a flat inclined plane further underwater, such that the top of the figure no longer "just touches" the water surface?

It would seem to me that if the figure were submerged an additional 4 feet, and our height became y+4, the sec(@) or sin@, whatever we choose our reference to be, would scew that plus 4 height
 
I've tried these:

(d = additional height object is sumberged below top of fluid)
<br /> \int^b_a \rho w(x) h(x+d)sec\theta dx<br />

<br /> \rho V + \int^b_a \rho w(x)h(x+d)sec\theta dx<br />
(The V here being the volume of water above the submerged surface)
<br /> \rho V + \int^b_a \rho w(x)h(x)sec\theta dx<br />
<br /> \rho V + \int^b_a \rho w(x)h(x+d)sec\theta dx<br />


But none of them seem to work.
 
Last edited:
Ok, i might as well come out with the problem. Please find my error:
A pool is 10 ft wide and 16 ft long, One end has a depth of 4 feet, the other end has a depth of 8 ft (therefore, the bottom of the pool makes an inclined surface) Find the Total Fluid pressure on the pool's bottom.

I can't make a picture right now, due to limitations of this computer (I'm on a Navy Ship, the computer doesn't have paint)

so basically an inclined plane submerged 4 feet.

For a visual, follow along with the last example of this:
http://www.phengkimving.com/calc_of_one_real_var/12_app_of_the_intgrl/12_09_force_exrtd_by_a_fluid.htm"
I'm following this example word for word and still missing something

I'f I go down the shallow end a height h, and follow it over to the inclined surface I get a small dh that forms a rectangle with width dw

cos\theta = \frac{dh}{dw}
dw=\frac{dh}{cos\theta }
by similar triangles, cos\theta = \frac{4}{\sqrt{4^2+16^2}}
cos \theta = \frac{1}{\sqrt{17}}
Thereforedw= \sqrt{17} dh------------------------(1)
now the little rectangle has an area dA such that:
dA=dw10 from (1): dA=10\sqrt{17} dh

Weight Densiy is \rho = 62.4 therefore,
Since Pressure is weight density x Height, the Pressure on this rectangle at depth h+4 is \rho (h+4) = 62.4(h+4)

Force=Pressure x Area The force dF on this rectangl is:
dF=(62.4)(h+4)(dA)= 62.4 (h+4) 10 \sqrt{17}

That was on ONE rectangle, to get the Total Force, take the integral
\int^4_0 624\sqrt{17}(h+4) dh
624\sqrt{17}(\frac{h^2}{2}+4h)\mid^4_0 [/math]<br /> This gives me:61,747<br /> ACTUAL ANSWER: 63,648<br /> <br /> What went Wrong?
 
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