Difference between revisions of "1950 AHSME Problems/Problem 33"
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It must be assumed that the pipes have an equal height. | It must be assumed that the pipes have an equal height. | ||
− | + | We can represent the amount of water carried per unit time by cross sectional area. | |
+ | Cross sectional of Pipe with diameter <math>6 in</math>, | ||
+ | <cmath>\pir^2 = \pi \cdot 3^2 = 9\pi</cmath> | ||
− | + | Cross sectional area of pipe with diameter <math>1 in</math> | |
+ | |||
+ | <cmath>\pir^2 = \pi \cdot 0.5 \cdot 0.5 = \frac{\pi}{4}</cmath> | ||
+ | |||
+ | So number of 1 in pipes required is the number obtained by dividing their cross sectional areas | ||
+ | |||
+ | <cmath>\frac{9\pi}{\frac{\pi}{4}} = 36</cmath> | ||
+ | |||
+ | So the answer is <math>\boxed{\textbf{(D)}\ 36}</math>. | ||
==See Also== | ==See Also== |
Revision as of 21:18, 24 December 2023
Problem
The number of circular pipes with an inside diameter of inch which will carry the same amount of water as a pipe with an inside diameter of inches is:
Solution
It must be assumed that the pipes have an equal height.
We can represent the amount of water carried per unit time by cross sectional area. Cross sectional of Pipe with diameter ,
\[\pir^2 = \pi \cdot 3^2 = 9\pi\] (Error compiling LaTeX. Unknown error_msg)
Cross sectional area of pipe with diameter
\[\pir^2 = \pi \cdot 0.5 \cdot 0.5 = \frac{\pi}{4}\] (Error compiling LaTeX. Unknown error_msg)
So number of 1 in pipes required is the number obtained by dividing their cross sectional areas
So the answer is .
See Also
1950 AHSC (Problems • Answer Key • Resources) | ||
Preceded by Problem 32 |
Followed by Problem 34 | |
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