Math Problem Statement
The isosceles triangular plate shown here is submerged vertically
22
ft below the surface of a freshwater lake.
a. Find the fluid force against one face of the plate.
b. What would be the fluid force on one side of the plate if the water were seawater instead of freshwater?
Surface Level6 ft6 ft2 ft
(The triangle is not shown to scale.)
Question content area bottom
Part 1
a. Establish a coordinate system to work in by placing the origin at the plate's bottom vertex and running the y-axis upward along the plate's axis of symmetry. Assuming the triangle is submerged in freshwater, set up the integral that represents the fluid force against one face of the plate.
Integral from 0 to nothing left parenthesis nothing right parenthesis dy
Solution
To solve this fluid force problem, let's break it down step by step. The force exerted by a fluid on a submerged surface is given by the following formula:
Where:
- is the pressure at depth .
- is the width of the plate at depth .
- is the depth below the surface of the fluid.
Step 1: Understanding the Geometry of the Problem
The plate is an isosceles triangle submerged 22 ft below the surface of the lake, with a height of 6 ft and a base of 2 ft.
- Coordinate System: Place the origin at the bottom vertex of the triangular plate. The height of the plate extends from (bottom of the plate) to ft (top of the plate).
- Pressure Function: The pressure at depth is due to the weight of the water above the point, and is given by:
Where:
- is the density of freshwater, approximately .
- is the acceleration due to gravity (which is included in ).
- is the depth below the surface (since the plate is submerged 22 ft below).
Step 2: Finding the Width
The triangle is isosceles with a base of 2 ft at the top, tapering down to a width of 0 ft at the bottom. The relationship between the width and the height is linear.
- The slope of the triangle's
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Math Problem Analysis
Mathematical Concepts
Calculus
Integral Calculus
Fluid Mechanics
Formulas
Fluid Force: F = ∫[a to b] p(y) w(y) dy
Pressure at depth y: p(y) = ρg(22 + y)
Theorems
Hydrostatic Pressure Theorem
Geometric Properties of Isosceles Triangles
Suitable Grade Level
College Level
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